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HomeMy WebLinkAbout3225 Lytton Hall Dra� ,n 0 rn 00 rn I m N i c a� v 0 J 00 LO I rn a v v s i rn FV- Q rn N a E 0 f- aci J N a> LZ o U U y U d L z y I 0 v 0 J a> LZ N 0 0 a rn 0 N n 0 0 m v c El O (t�l INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN ABBREVIATIONS 7.1 ROOF FRAMING PLAN AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or fin. Flr. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foott Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGTorHgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insui. Insulation INTorInt. Interior K/WALL or KMlall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf SD or SO. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWRorShwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR Vent through Roof W or w Washer W/ or wl With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water SoftenerORUIM WWF Welded Wire Fabric (Mesh) $ LINTEL DETAILS SNSTRUCTURAL NOTES SN 1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS &DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCTAPPROVALNUMBERS Al- v. { 5� Al t Arai- r r _ , JLi�P 4 t PLAN REVISIONS REVIEW DAT DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN Zug PI EXAMINER -AN f 12-08-15 2.0 FRAME —WALK REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 01-04-18 4.0 2017 FBC UPDATES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. OR 2 STORY HOMES HIGH TYPICAL 03-29-18 5.1 UPDATED PER CITY COMMENTS THIS IGN IS FOR 1D2 RAWING MONTHS AFDTDER THE ATE ITD IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be 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. Z M o — o z�z Q z V) (D f� p �u O w T m w /- pE — M 9U� O O N o C o Q rn o 0 gv M Q d B Ds \ i =Jl N-, N v � � N IA � 01 # OO C5 Z LU 2 4. Z .0.. ('7 C w � �; ro � Cri H 9 a) W W > , u_ `o a Z C -2� im 4 O C N m .w N N O � N ZUM IN R,I To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 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 SZ w� fa u¢x� ZOO zd�j �ouJ _' a- °D W w O 04 u o O LU z W^, / _ > f Z LU O L U Ln QaJ w µ�'0O 11- Y I L 9' J / N tJ 2 <�` Q Qaf� '- Sofia z Z 8�oxi LU I Lri � , RE 8 _J rl LLl Q Z 0 ; a a $WZ 0�0 �O Z t7u m Z = J of .-a a U) s SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION N0. 5 . SHEET NO. C S TYP @ 2 STORY J S6 H.B.t 43'-0" 38'-0" (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 COND. COND. J S6 I I I I I IG I I I I I I S3 ;� I I I IUP 116R1 I I I I 13 11I 17 I TYP @ 2 STORY o 4 5 8 °° FLOOR G.T. 9 io 42" SLOPING 0 10 FAMILY ROOM HALF WALL 11 - -- 00 8'-8" FLAT CLG. W/ (3) #2dSPF Ba -_ 12 - -- FLEX = A O <V CARPET TOENAILS @ BASE 8'-8" FLAT CLG. 8'-8' AT CARPET AO S3 ao v u7U0 M 00 C - - 4'-0" 0 N x 5-SH 60 H4 r 12"DEEP 2068 B.F. HDR AT T-4" ENT R N '- 16'-4$" I T-8" 3'-6" 3 6 FLAT CIL J= C7 C7 0 I FOYER ----,-- I O � - o S6 TYP 2 STORY @ OI OI OI "' 8'-8" FLAT CLG. 3068 (2) #5'S O O O TILE I (3) 2X4 #2 SPF W/ ------- o (3) 16d TOENAILS @ BASE W.H. i3) 2X4 #2 SPF W/ CSC3 4'0"n -0" o CD iNv 16d TOENAILS ON @)BASE - - - - - -- --- C�7 2'-6" BUILDER TO PROVIDE I D I I S3 00 Ocn APPLIANCE PROTECTION I I I DINING ROOM WHEN REQUIRED PER FBC I I PATIO 8'-8"FLAT CLG. 2 CAR GARAGE CARPET I I I 8'-8" FLAT CLG. I I I I I I 4'-0" 6'-2" 6-6" 4'-8" 20'-8"ie I I I I I EDGE OF SLAB 2" � 00 I O I - L----------J BEYOND WALL o I I I I Y i-------------� 3 36 36 3 < I uu O= I is o CC I I _ -�- S3 I w I p I I O M t cib B'-8' FL T C G. r; - -- 1 - 2 6880 I -�- 1.9 668,13 F. REF.2x6 WALL " Z' - PANTRY - - L------------ L----- --- L -OPT.- 0 16" DEEP _ G 5-SH _ CV J S6 )TYP @ 2 STORY H.134 5'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25} S.H. 13 20 X 38 J 18 J X 371 S.H. 14 20 X 501 18 4 X 50 S.H. 15 20X63 184X62} S.H. 16 20X72 184X71 j S.H. 11­12 271/4X26 26X254 S.H. 1H3 271/4X38 26x37 S.H. 11-14 274X501 26x50 S.H. 11-15 27 X63 26X621/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 j X 26 36 } X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 50 j 36 j X 50 S.H. 25 37 j X 63 36 4 X 62 1/2 S. H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 } S.H. 33 54 X 38 J 52 J X 371 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 ni sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening, 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND I1111111111111111 - = TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) K Cl) 0 CD - o z z Q J r% U) zCZIn U Q) C 4--J W O W 0 0 Cl) U o m N W E F-- a)M 01 c� co = O o 0 U r�� 15 co <L rn o C. v rn < o B D. <. N .w O M N o O N Lu Z W z U) Ir- W io W ZN��,Q a� um To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNARI 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0o t%1 W� z< f� UzaO U U z < dQ w Z o w z QU J uj �o z z ro O 2:z �\ O_j OZ Z ~ a 0 �W U L ^ , oo0 aur- FO o < U< o< ULn� OC l * N z<�a L-U,a << CC g�o Z Z rl �O Ce(Y0ti W J Lr) rl W Q W z =Uz= o U g ;-< o T00 -4 Z boo r) U O 4Z W J �, z SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION No' 5al SHEET NO. 1.0 I I I I I I I'll I 1111 1 1 11111 1 Fill I I I I l I I 1 11 1 1 1 _ I 111 I �! - p '. I I I- ! I- -I ■ 11 __ I I _ _ 11 I _ 39'-0" 1 1 I I I I I i1 S6 I I I I I 1 1 1 1 I I8 N a TYP @ 2 STORY o TYP @ 2 STORY loll 411 511 6 7 9 - r; :- _ 10 _ _ 13 4 H3 D2 = cnROOF �O � OWNER'S I ' LOFT LO G.T. _ _ M SUITE - 14 __ 6 w AH 8'-0" FLAT CLG. _ 15 -11 H3 D2 8'-0" FLAT CLG. 1 CARPET R.A.G. CARPET - -- 16 �s 16-8" 372 to -92 L. 2' 4" 1 5'4" 2'-6" I I o I 2868 moo I Lu LL CnW IO I _ mto i 0 � cO t t LL I ca li Y I N Cd OI 00 CD 10 �I CD� L--' o A4r ° (p I ATTICaolag_ 1 0 - ----- 0 8 ° ; E BEDROOM 2 4In 2-- Cn 8'-0" FLAT CLG. U) I J HU (� CARPET O� 5' N 4'-0" 10" ° 6'-1 <t 5'-4" 2 42' �,, IT-72" w H1 6 e CV I C? 2 668 D2 FIBERGLA O0 3 D2 - SURROUN `� 2668 - - - - - - - - - - - - - SIM. 60"X36" SHOWER =W Z 03 v�p z cD 2'-3" iv N w/ (5) STUDS M "'(0 � N 4068 B.F. o I J N 4068 B.F. - 3' 2 8'-10" I S6 oo � I TYP @ 2 STORY N d O I I ib 6 52 2-4 42 L� O 13'-0" o 7,_1 11'-8" ROOF G.T. - - - - 00, - - - w = o 3 D2 � I W. 1. C. I� I BEDROOM 4 '-0"FL BEDROOM 3 O W 8'-0" FLAT CLG. 1 r TC G. " 4 D2 8'-0" FLAT CL I . 1 8'-0" FLAT CLG. CARPET 1 I CARPET I I TYP @ 2 STORY 1 CO I I J o FIBERGLA� SURROUND R&S EGRESS TYP @ CORNERS GD112 U.N.O. Cck011111 3 D2 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *` SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 141C-145C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING 8'-0" 2x4 SPF #2 SYP #2 16" O.C. 9'-0" 2x4 SYP #1 16" O.C. >9'-0" 2x6 SPF #2 SYP #2 * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 X25 S.H. 13 20X38 18 X37 S.H. 14 20 X 50 18 4 X 50 S.H. 15 20 X 63 18 X 62 S.H. 16 20X72 18 X71 S.H. 1H2 27 1/4 X 26 26 X 25 S.H. 1H3 271/4X38 26x37 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1H5 271X63 26X621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37jX26 364X251/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 4 X 50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 J X 62 j S.H. 36 54X72 524X71j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 �F +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 140 MPH wiii& 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 �tttt♦1111111111� • - TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "Bill 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA LIVING TOTAL 1093 1489 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) r1 `q U � Z M _ o zC) z J a E3 c/) 0 w -J Z - Ow c ZD Lo l­_ �(-n is U °c m N LUE t ~_ o) co C W cMM U� Q p N a:o U C ' ce o Q cm o- o rn¢ d Al N �O U Z LU MN6z d z II• gi cl C W Q "& V a O W V ¢ rL Z o Z N 1p1 . p �', *, LL Z°s. , ;,�iltte145�- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z w� fa waa:Q_ oQ�o Z U Q �'Z z W Q Woco uo zz j W �� 0 O XZ Z� g ILL. 3 N Q z O Z �W U � N µ0�L100 F Y P I- D � 0 m Ln u0ce 0Q -,z * N z w <<Lu a ~L ce of ce g� z Z ,-I 2 & 1 LU Ln W z _jri LIJ i 00 Q z �Qz Ln ZzS o co Z LUO LU g ,.4 a cn s SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5ol SHEET NO. 1.1 -I_'_IC1hLlll_'uplliI I_. ' -- - -1 IL KITCHEN SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS - CONNECT TC 1 PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH BATH 2 KITCHEN 2x6 BEAM T SLOPED CEILING TO MAINTAIN 7'-5" HEADER HEIGHT 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 Lu CLIP OR LUS26 HANGER TO z LEDGER < I 2x12 HDR. w/ (3) 2x STUDS AT "Ile @ PLYWOOD EA. END FOR BEARING �j LAND N 1 STANDARD (3) 2X12 Q STRINGERS W/ SIMPSON A35 = 0° CLIP TO HDR. I in 80 O 1x TREADS (TYP.) 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD CONT. fD @ 16" O.C. HANDRAIL in THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. O MIRROR OWNER'S BATH 0 ih O N Iu:10:1RttsaNT•7 MrOM1911A IFIEW11 0 0 0 0 O i M III KITCHEN ISLAND INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 7314 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. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1112 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 11Li7►' SCALE: 1 /2"= V-0" �w I Z M _ o Z Z Q Ln CD 'QJ� W �U — O W � �Ln U o^ m N W ■ •� t-- �Y82 8y�ti -0 M CM c ` w O aO - " o Q rn U) C L73�. �i Q 6 B Ds a'D N �O h N W Ipg�z V_Z F__ � 62 "q .!-� 4 r� U) = Z LU W V � a L z ¢Nm� � Z Q � � o a( ` _ j•, %yWWFDSS NG'.00t4; l -.CV �'7 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z Z f F wzZ MOO Z W Q �Wz O cc U{y�- N 0] L w tu Z 0 r > C)Y� fZ G Ce n Z C < O Ln 3 o o :� I- LLIQ �- J Lu f U Lr) .9 . 000 f-" Y P F- J Lr) t'V o z0 Q Q W a 8R Z Z t31 *'{ w0 2 - Q: CZ W J Ln r{ i.iJ W adz 8 N�w Y Q 00 Q z a ` S L n o fY1 O ! rn Z g ( y1 11J = - z 4f rn ,- 4 a cn s SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5ml SHEET NO. 2.0 1 12 5[::� 1" x 4" SMOOTH TEXTURED u TRIM / BAND 12 zz::::�5 -------------------- T.O.P. HDR HGT —_----_—__ --------IF -0-1 1" x 12" SMOOTH — (I aD r TEXTURED 12 - _J TRIM / BAND o Z �_ ~ 25 SH 25 SH LLI w 25 SH i- to = 5 2 -- ---------------------- ------ 2ndFIN. ------ ---- o--------- ----- ' ----- -- FLR. M --------f-- -- T.O.M. �. F_2__0 -- — — — — — — — — — — — — — — — — — — — —------- — 1 —----— — — — — — — — — --HDR HGT. I I I I F1 I 1 00 co III � I I i I I F1 - �' 171 H I ----- I I F.FL. tF21 F2 FRONT ELEVATION - B 1 SCALE: 1 /4"=V-0" T.O.P. ------ _ HDR HGT. 00 RIGHT ELEVATION 2nd FIN. FLR. — T.O.M. HDR HGT. F.FL. - B1 SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. U z M — o z(D r) 13¢ U, z CZc/') Ut +-'J LU �U O L.0 ~ c U o 0 m N LU CDM rn cc-)) 8 m�c-) ' = m O 0 _o U "00 C ¢in n o m �Qv rn Q o B D. v w � M n N Q 00 W Z '''Nmz � z P LU _ N N 1 3 z c y�a Z O �_ � O O a M x c1--; LL www F No, ��D ) '0 co To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa.com 13 UZ �o Wo za f� r Wzz00 Z U O O O Z w U�� 0 w z K J J a a ro O�°Co Uu�u N W L w Z Z O f LU5 z e1 10 �}-0-� 0 a O V µoUz F Y 0 O 0 a Lr) Err �rj+ J N LL z<z W W W p�U< C O z Z 0=' WW �aO� J a W W < rl L1J Q Z w U $¢o 00 . 1,0 Z C),z 0 � L / Oi Z LU V) N 0 rn 'q a cn o SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION No. 5ol SHEET NO. 3.1 i I II �100 60 cnly ef' 00 80 0 3 0 V) CV r- T.O.P.------- HDR HGT. 2nd FIN. _ _ _ _ FLR. T.O.M. HDR HGT. F.FL. 12 5� 12 �5 T.O.P. HDR HGT. CV DO ti r r CJ CJCJ N2fA= -- -- --------------------------------- 2ndFIN. ---------------- — ---- ------ —-------- CJ / WEEP PJ / WEEP FLR. MIv 12 --------- T.O.M. Cam. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ---------------------------- __________________ HDR HGT. ROOF TO BE CENTERED ON DOOR TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - 61 SCALE: 1 /4"=1'-0" 12 00 v co r,• ---------------------------- F.FL. LEFT ELEVATION - B1 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH*" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. �100 60 cnly ef' 00 80 0 3 0 V) CV r- T.O.P.------- HDR HGT. 2nd FIN. _ _ _ _ FLR. T.O.M. HDR HGT. F.FL. 12 5� 12 �5 T.O.P. HDR HGT. CV DO ti r r CJ CJCJ N2fA= -- -- --------------------------------- 2ndFIN. ---------------- — ---- ------ —-------- CJ / WEEP PJ / WEEP FLR. MIv 12 --------- T.O.M. Cam. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ---------------------------- __________________ HDR HGT. ROOF TO BE CENTERED ON DOOR TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - 61 SCALE: 1 /4"=1'-0" 12 00 v co r,• ---------------------------- F.FL. LEFT ELEVATION - B1 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH*" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. F, „'7 ova c') Z — o z sa z n U, z V) 0 } w i>3 p �U 0 w ZD 0 �� U o0 m N W ■ E h - _ O a)M fT M O o 0 �o o ¢ rn o- o C �a M Q o Al I �v N O pp O O N U) Z WMz -' z° W C,- LU ci¢a_ Z Qua; o 0 LL W if 'n w ,X ID sNve6tir •», .� .. \�C, C .y R Q F E To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O � O za Cn f¢ Y zaa ¢ ao� Ouoz z�wQ of F-- �nwz O ILL] L w z z > O0 LU f z �;/ Ly C) Z Z C W3 0 0 O U ' ^ Y / Q Q 00o i-Ol • w a"8 O Ln Lu - J 5 *� N wW< a <<ww oW2�w z Z LL O O U J W ¢�Z� ri w QU g¢o Q Z U, 0 Z z o m LLr) ck Z g = 10+ J <Lu ,-� a V) s SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION No. 5ol SHEET NO. 3.2 2" 1" N � N 2" N 00 1" VARIES 'NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" =1N - N�* *- 1" CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 1'-54"a 4" 1/2" RADIUS 1" VARIES VARIES - co _ CAP N 1" 1" 1" 1" 1 _q 0 iv 22° 12 VARIES VARIES -TN 1" 1 1/2" RADIUS 4" 1" 3a 4" <•"�Iv _ rla riTv 1" 1" 4 42 � � _ 3" ITN 4 2 � VARIES 12' 2 2 321" 11" 3�" 1" 2 1/2" RADIUS BASE in - CO • BASE -j 4" 3N 1 1 12' 'NOTE: VARIES 8 2 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES DETAIL TO BE BUILT W/ STUCCO. EDGE OF OPENING a 2" �N I I 1'-6" 1" 1'-4" 1" `O 2-" • ' 0 CV 1-1/2" THICK 1-1/2" THICK 10" �M 24' -IV 10" c� 81 i I CO - - IN HIV M 4" t" z / 2" q" 3 N 6" 2" 2" iv vi > I cn � > -IN 1-1/2" THICK 31" 2-4' _ _ 'I�t +-1N M 2.4 52 1-5„ 52,� 00 !IN 1-74 4° 1" � W I I I 1 q 3" 12' cV o CV 22" • - F>7 51" 4 i VARIES VARIES VARIES VARIES _ 4" 8„ _________ N ; N R f- M 32 �� On 1, Q 2 q4„ Q� KEYSTONE F11 0 OPTIONAL 4" GARAGE DR. OPENING 4" 00 KEYSTONE F11 OPTIONAL 3„ 3 4 ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" R 2 VARIES 2" 00 1 " "v NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 10" 1'_4" 10"jl� 14 V-64" 14' 12' 54" 2'-1° 1 -1z' 54" 7 1 q N (V CV Oo o Mir • Sr', 1 " 1 'Qr0„ � 1 �„ z GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH Ur® Z co 0 Z z Q V, 0 w M �V w` C Oq(sDL/) I-- U o 0 m w � p a) M - M N � M` _ U O o " U QW% L"CO S Q 0 Y I� 0 V rn¢d Al N Z LU z° I� LL C] LU Q g- ° w L Y V n� �ia Z— 4D U) i5 C4 W9 U a N¢M = Q WWW.FDSENG.COM 0 fV O 00 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z G �o f< waIxIr Uz0O z W Q Q J �.yoW Z 0' u N w m L 0 g�© z }O f z 5 a Z c j3 z U � F— o I- OX m Epp,, W uJ U�oQ N N z<1j Z ;�w a s� w Q Z I11 Q Z Q W¢ Z /'�/� W Z tj 5' z S m rn Z = J J �f O g .--i a U0 s SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION N0. 5 . SHEET NO. F 1 I I I 1 t tl .,.I I I -J_ I I 1 r r! t! -- ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94—/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Dpper to lights & outlets apper to 20 amp clas copper to WH copper to Dryer i Alu 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 L DUPLEX CONVENIENCE OUTLET PEPP DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET I FETGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f11W SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN CIO; EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FE9 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. [� THERMOSTAT ELECTRIC METER ELECTRIC PANEL _olk--i DISCONNECT SWITCH �0 ROUGH -IN FOR OPT. CEILING FAN ��� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DISCONNECT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VLKIFY Mt I LK LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" FI jI i Z c'> _ o zCD z Q r Z W � W �o �U 0 W c I� � o U 0 C:) m N W E 1— po v — N M r'toC) tM _ U N .1 0 0 (=, I` U -00 ca Q 0) rn Q o �4 s ry � h N Z Lu z w Z U) lu 14 N�CD w W Z5 � a 10 Z 0 Z Z N E� i n2- LL a N¢ M M W o� u o WWW.FDSENGCOM 00 rn 0 CV 00 0 oco 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0o 5 wo Z j>_ I15 Z aa— w¢t�� 0 Z w U$�jW J �a � W °c) Ou rL N U W m � L Z Z }v > � U fZ z a- /"� L U Z /P w �3 (3) cL Q O 0 Z Ja U = �/ Ln 0 J V— foc�b v0s� _Z a N ¢ zz Uaw� Q Z Z Q1 Yfo JT__I LJJ a , z W Q � Z F Q�Q $QZ 00 z m rn Z U LU - z a cn o SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION N0. 5ml SHEET NO. 4.0 111_I 1 1 1 ON ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER I WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET LIrlh SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 24. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE l@) RECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94—/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opper to Iignts & outlets opper to 20 amp clos copper to WH copper to Dryer t Alu 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. O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FC SYSTEM kP PUSH BUTTON SWITCH (OPTIONAL) i0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL t DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT UPPER ELECTRICAL PLAN SCALE: %4"=1'-0" Z C _ Z Z Q t1 U) zC:nV) 0 W cn 4—J LU �V — OLU c Ur) o f� U g p. m N W E a) M CD (+) N-0O M S m O a N U Q rn J__ LL o av v rn < o Al I N `O N v N LE �N� Z LU z � z° W � U LU W V ¢ t Z a 0 ���� � z _ t9 N o�?5 m m M Win' LL Z a W NQr c WWW.FDSENG.COM rn 0 N 00 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz LU za Z ZZg LUQ C lox- a zo°0 =oZ J Lu W U W Ow�o V N CL o Z $ ��/ i Z LL ^ LUy Z Q W O QaJ U Ln O8o jr U_ QW W LL O Z IfP it Z f 6 UOca o< J N r� N Q Z<OZ QQw Q °��0 2 0 Z U- W tj J r-I W Q di � Z < Z Q Iwo 00 Z �o m � Z : U _ JZ <UJ d U-) o SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO- 5ol SHEET NO. 4.1 ®r ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent) Amt. Req.) (Ft.)idge 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 SQ. 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 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1533 1472 210 736 53 368 411.0 276.0 (Zone 2) 135.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. \ �lr i UI Z Cl) — o z N z� a U, z Cn C� W �V — OW 13 o U _oo m N W /— N M v) M ' — U O O C-,U tU_00 o ¢ rn 0 W) CL rn Q o N �D W � N � Z � -' zo � F � z w U) o.o ; w a � W� c w � Li'IU- z a Z gQA°)3 z O o U.4 0 ET m m� LLM Z M �� Q N N W WWW.F4MG.€OM, ❑ ❑ rn CIO 0 °$ f- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O i E w� Z d E¢ F wQ�ir ODWO Z U Q p Z Z J Co O o U W L N 00 CL �- 0 O vw) Z O LL U Z Q3 S W _0 CL` O Ov ~ J W = ' ^ L l JLJJ I� LL- OOZ 0 J O g"S U, L ogo� N N w Q 2: C goy Z Z Lu L0 LLj z 8 J rl di U Q Z rWz Z azZ0 � m Lf) Z O J z C' � _ a cn o SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5ol SHEET NO. 5.0 64" H.B.t 43'-0" 6'-0" TYP @2 J STORY S6 2'-2$" L 2'-18" 5' ■................ ..... ....................... ........... !l!......... ..0.............. 0 .....E....■ S3 00 5'4" v 16-Y d T I HVAC CHASE �� BASED ON I &0'-0" I J S6 ■ LOCATION I -- - _ . ■ IT INDICATES FILLED CELL w/ 3000 `I`: PSI CONC. GROUT FROM FT. TO I 00 BEAM W/ (1) #5 REBAR VERT _ ` \ \ ABOVE SLAB TYP @ ALL PLACES I `~ rr' \ \ I I 5'-46' f I SHOWN HOOKED FTG. DOWELS 5" I • I ` j g�j\ _ _ EMBED W/ 25" EXT. ABOVE SLAB r �I t "GRADE 40 STEEL" TYP @ 2 STORY N in CJ r ,C3 , \ , \ , \ CJ 2 -6 x 2 -6 x 1'-0 I 6' G I W/(3)#5'SE.W. S3 . (STUB UP TO. iv ■ 2ND FL00 1;-9" -0' 13'-74" FOR A/C .. I (2) #5'S TOP OF CONC) PAVER TO BE 4" ■ 10'-0" L ' S3 ; BELOW FIN. FLR. f 2'-6" x 2'-6" x 1'-0" PROVIDE Yz" x 9" SLOPE J S6 RECESS FOR FRT. DOOR -3 1/2" W/ (3) #5'S E.W. T TYP @ 2 STORY r- - - - - - ■ I- I--------�—------ -�-CJrL 7 o - OP �3 BUILDER TO PROVIDE CC (2) #5 REBAR 3-1/2" MIN 3000 PSI CONC. I-� , APPLIANCE PROTEION CTS3 VERTICALS w/ in FILLED CELL (2) #5'S iv 1/2" PROVIDE 1 �" SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY o I I RECESS FOR I COUNTY ONLY in L SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I S3 I MASON'S SLOPE SLAB OVER 6 MIL I I L FOR WIDTH VISQ ERN VAPOR I I I I I I ■. I STEPS AS I : CHASE I REQUIRED PER TOI C? FIELD CONQJTIONS ( KITCHEN ISLAND : LOW WALLS ISLAND I I IS-3 1/2 SLOPE-' -- — — — — — — I __ — — — — — CJ IL —_---'I —_ zo o ■ L I I� -I- CJ I 4'-11 r _ o? I 4,. �� N L-----------J I I J q b IILLJII� I S3 COa r �uZ 90'-0" ��J19 I C) I I I (2) #5 REBAR I CC r S3 VERTICALS w/ in I FILLED CELL co o : I - 2 STORY ', •.- -► ■' ........ ..... ,****,.. ■ 1 ■ ■ ■ ■ iV - - - H.B.+ J S6 TYP @ 2 STORY 3 6'-4" 6-0" 6'-0" 6'-0" 5'-4" L 4'-0" 4-4- FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN ^� (�- w w Na 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 ��_ ;;r,:.';r,: �r cont. around corner by cold V`,; bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 117 ( "' z zC) z� Q a U) z Cn Q) C w �V O w c - o 22 Cl) U 0 CD m N W E ' 0 M M N O O 00 U o' x- `L o 0 Qm no LO$-d 01 Q O N N LU M C �' •_] U) ��o.0 — u LU loW° zo N c q �z moo- ZaM`E0) Q LU N Q M D ❑ tD 1-3 WWW.FDSENG.COM -.- N 00 0 tr, il. . To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z 0 �o za fa z W<ww L) LuZ ^J �pZ �Tya L J Z E N 0 8�o L F— Zz >o Q z z oc � zz � z O o I LL- Q w = ' ^ 0 z .9 00o 0 �, ` O 6 -25 Lr) �o8"'$ O ao � �`Z N w w�¢ Q 0 z � �E'R� J lJ.! Q w w z � W � � U paF- Q z aZ z pz h2 m rn g = `LU ,-a 0- cn o SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5ol SHEET NO. 6.0 I I 11 1 1 I ! ®r CJ11 CJ11 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C 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" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dx1.1/2 HTT4 2715 5/8" ANCH.120 1061-1/2 J HT75 4350 3740 5/8" ANCH.1 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 1 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 HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N IUS96 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW 12 1195 1005 14-10d x 1-1 /2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 1 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 1 12 - 10d 645 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) B) (A) 1(, + 1 OR 2 PLY Y CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH + THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED 4CA FOR HIP PLANING TRUSSES. RI 11/0 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. 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. STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) r� PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END — 8d NAILS @ 24" O.C. TO BLOCKING SEE PLAN TRUSS BRG. ONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN `STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" MAIN FRAMING PLAN SCALE: %4"=1'-0" 1 `i', CD :n Z o'� _ o Z cry Z Q a CUl 0 W cn }-i w O w r— o �� 29 co CID U o0 m w Eo a) M c m m N Oo " o U m 0 no Q rn rn o� Q o B D • .'� =�Jl v N UM rii � cn rJ`- o .� W w NJ y z Uj 110z 21 _oM 4a< o 0 Un.90 Z5 S N � m z`c4 o LUa�aM o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LEN NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 00 z z W Q C K zoo oLu J o �0 zI W o z O��o w L Z >O Q cc x z /� Z D Q 4 Fo a' � O z o O J W = L`L- IL- uj o 0 o Q Y 0 z<�4 NLe) N Ir a W � Q Z w w W&z ¢ZU5 —1 w Q � Z ��U 8 L z 00 �O Lr)z z z 8 U m 1 o, G( w - En g ° ,� a U a SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5ml SHEET NO. 7.0 _ - I ' 11 I III I I I 1 iY !LOCKING vA UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C 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 META201 1450 17 -10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH.120 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28) 1 0dx1 -1/2 K HD B * 3130 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 1 4505 3785 15/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1 1195 1005 14-10d x 1-112" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1 1195 1005 14-1Od x 1-1/2" T MTS20 1000 860 14 - 1Old x 1 1/2" MTW20 1 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X., HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" 585 535 10 - 10d SPT22 685 8 - 10d ESP1 SP2 1065 605 12 - 10d SPT24 1030 12 -10d 645 555 12-10d X 1 1/2". * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (3) (A) I+ t OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('-). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY LEDGER — A) E INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-U'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. SCALE: %4"=1'-0" I I., JI J�`1 i' U z cr) — o z Q a z C^n' UI W cn w 0 �V O w V T 0 I— oco U 0 m LU F— N M Cn M Co N .1 M O o 0 _9-_"00 U Q rn n cLn 8- A ¢ d BD `Xj N �D NM 00 Z W Z cos w �LN W �y�LL ors Z C Z W m Z Q LL W U WWW.FDS,FNGrOM •` - Ifj1 O) CS N 00 - V o _- co o: To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampa.com 0z Ln Z¢ of z Wa00 zoo J cc tx �zz o z �I''�J O .2 m a£ �N r+ Z off@ L zz y0 Q f z � z un Cr— O O �w U —j 0 Lu tgz N I� a aw�¢ �CC 90 0 80o z rn Po J Ln w Q W z Qzl g¢~ �Qz 00 Z � < 0 ZLU JLn O T-4 SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION N0. 5al SHEET NO. 7.1 _ I I I I I I I ' L' 11 '1 11 Lr _ I r I _ IT 91 I I 11 I I 1 11 1 t 1 1 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 Sae vertical load Safe horizontal load —\ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS MWIM .0 0 mum 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1B/1T FORM & GROUT SOLID f . - CV Q o LU U 0 /5 BAR CONT. 8F12-16/1T V' LINTEL DETAIL SCALE = N.T.S. 12 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8F16— B/1T F- J a= o tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5 (1)REBAR AT TOP ALTERNATE POWERS MIN..(1) REQ'D CLEAR STEEL LINTEL 0 n ° .0—C.M.U. #5 REBAR AT TOP a" A MIN. (1) RECI'D 4 1-1/2" CLEAR � o as a ° GROUT r J � 5 REBAR AT m ¢� = to w O BOTTOM OF a rn Z � O3 LINTEL CAVITY U In —BOTTOM 0 cr 0 REINFORCING Q ¢ C7 ¢ 7-5/8"ACTUAL PROVIDED IN Z !L ci W ? ' N MINAL WIDTH LINTEL ¢ - b 3 2N c (VARIES) - u~i r' MATERIALS ci—T pr�l ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4' TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2' EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END D G ° � � 4 _ 'L D D #5 REBAR AT BOTTON Q Q AS INDICATED o Q o 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementibuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE h SEE PLAN T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL g SCALE: 1" = 1'-0" 5'��8" LL J LINTEL PLANT SCALE: Y4"=1'-0" r;� 7, ,7 ij i� U ! zo Z m Z Q z cn CD Q w �o �V — O w C ITO C) U �C> 04 LU ■ ~8 = y M CD (M N . co No O _O " U co Y Q rn C, nv v rn Q d i D® N D N IA M LUN 8 w Z ic> LU N�.� a LU �E J; a O(n O �C O m C N 6 ancv O U)O m v, M m o' ¢ an 11111L.w -L S Z UJ Q "r a °c o � o WWW.FDSENG.COM ,,,,��d��0»ilrlrriirffrer O W N CV ID •� ' v ua 8 _C — J14 Ct Q �O . ` 0 F� g S\ 0 1�!! To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z �i za Za W Q=it' V Z Z W Z w 0 Z u J O CT W Oa'�o V �ryy5, W N L L Z O Y V �/ 13 ^ Z Z =C:a '^ � Q Z UU �"n J L1J 00Z N z �<: o * N Z z W a<W� � So-o z Z T-i �rX u_ J W Z , r-1 di < v ga~ � Q Z QZ �* 1,O ZLn S 0 0� Z g = JZ ¢TZ rn , I a cn s SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5 . SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL T A-C. MANY OF THE NEW SEVERAL NEW PRESS REPLACE CC CONSUMER USE SE RETREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REP A U PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 I R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5rrMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1. 2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 1.3. 2 UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4• WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- C INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = I) 3 1/2" MIN. THICKNESS W/ REINFORCEMENTMID-DEPTH OF SLAB. F BERIN. M MESH PER DESIGN MIIXFMAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALLSTEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 R 7/1 T 0 6SRUCTRAL 1 .0 U .N. 0 IT IS THE CONTRACTORS RESPONSIBILITY S ONSIBILITY TO REVIEW ALL DRAWINGSF BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER of RECORD. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 118" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE DE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS SWITCHES ETC SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4. 5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4. 5. 7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI 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 STEELERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2000 PSF 4.8.2, ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls, 3. Irri ation/sprinklers stem including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and 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 trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318.1.5 - Cincrete overpot�r and mortar along the foundation perimeter must be removed be ore exten0r Sol 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 vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. r \l L J _i L \ `\ U �1 0 Z Cl) - o Z Na Z Q cn 4-'-J W r) •O W c N m rE U o � N CoW t 8 N c- 0, M m go CN �7 .. L co Q rn Y r. La u� A ¢ o B D. MM # 00 Z W M C W to ° W s n rn � a N Z c ¢ O m CAco.S � m m Q T ¢ W N¢ M C r A LL z o W:FDSFNG.COM CV J o 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €�o 3Q of fF r W G Y 0Q oo�0 zU �zz 00! � w Wm OV W W N duo 11, L W zzz jz a O D N Q O 1 J¢ U = �/LU 80z �Y6'�y 101 � W X 8 ' /) a2 Pi aOj rj N �LUw � �o�o 8�'0 z t Z t.1..1 '*'-^^i y l Lj 0 2 ��Z� O J -I Lij � z FpQa W W w p W �Q Z I-oo m O� Z a rn :5= ,- 4 a U s SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5ol SHEET NO. SN CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX Co PLYWOOD OR 7/16" OSB+ + ++ ....... + RIDGE LINE 140 MPH 003 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + /++ ++ + ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 ,�, panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM kn w STD. 90° CONT. #5 CONT. I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO O, CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION �� TJI TO BE CUT TO ALLOW 1 FOR BLOCKINGITJI \�'/ -`MASONRY WALL OR \� INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR - Solid block all posts fro m STUDS above to bearing below. SECTION @ INT. BRG. WALL a N.T.S. i 1/8" min. } Small gap 2" min. i 2" max. 4' max. _ Web Stiffener Fastener Schedule - Joist rt Location -- -/ _ _ Serves Depth End Intermediate 1pth 2 d 2 8d. R._9 _ _ -_ BCI 5000s0 11 7/8" 2 8d 3-8d - L - 14 28d 5- - - -- Clinch nails - _ 9 1/2" 1 2-8d-� 2-8d - - when BCI 6000s® 11 7/81, 2 8d 3 8d possible �� d\ I BCI 6500s®I 14 _ _2 8d ^ 54-d _ VI 16 2-8d 6-8d 1) Support back of web during nailing to prevent damage to 7/8" 2 8d - 3-8d web -flange connection. 111 y - ® 14 2 8d = "� - BCI 60s _- _ 5-8d J 2) Block solid between joists for full length of span. Tight fit 16" 2-8d — 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. - -- — 11 7/8"_ 3 16d - 3-16d 4 Place joists together and nail from each side with 2 rows of 10d nails 1 g Zx4lPlywoodlOSBtyeb stiffener 2" min. BCI 90s® �4 _ 16d 4" max 5-16d _ 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or 16 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Ys" GAP TOP sides b 6". - Hangers with side nailing. @ Y - opHangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1 /16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 11 10 -0 at bearing. TANK -LESS W/H H C G O 0 O IV 5'-011 Q - � o STUB -OUT FOR 11_011 0 0 ' LO GAS METER 0 O U O� O_ • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-81, (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls > � ,, higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing 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 b1i locking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET /Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Squash block) 10d nails SECTION @INT. BRG. WALL require additional consideration. minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notchI lie or drill flanges 797. 611 A 1 2" ROUND HOLE MAY 611 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" 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. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger SIMPSC w/ (22) NAILS T 5/8"D THRU BOLT SIMPSC w/(22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I—,��ILI I �,I 7 Nail with 10- 10d nails. III= Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR--'°• • . • FOUNDATION INFO ° d STEM FOUNDATION J; Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. - 1/4"-2" gap J Backer Block 1 -7 "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements d. P hJoist I -JOISTS BUCKETS N.T.S. 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 SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE P11nr \ /r P9TI r% A 1 TI 1111 1 r\ 1r% TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE ° d /F Q / ° d °.d d A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4' CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d°. Q d/ d° G a .. a ° d. ° d SEE FND. PLN. SIZE & REINF. _F YC\W CD 1n z M o z z Q a t� z 0 V) 0 Q) u, 4--+ w � o •O w t- °04 m N w ■ m-0 C, m v Cn U o 0 15LL Co00 Qtm Lo5.� M< Ci BD• �Nu N N Z P_ G' zd J M a� U) z o �. w a rB"- ° w W N _ MLL C O Q L W 41 ' Z 2 In c3 a U) � d 5 o � y Z Nf�E�'� LLco Q W N¢M o �o WWW.FDSENG.COM i 'rn o C14 , 0 V 0 o -`1 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z �X w zaa f a z w r Uz80 OOc 0 �o3z -� t z J 0-2�? U � N 12 Lo Cif w >0 a zz Nz3 F � I..L Q 0 z O "a a J w f = u I— °00 i0_1 A ZD tr 2:85 m !I I� (V o�az U�wg z '--I W ?y o IZ w J In rI LU tii Z F U $�z 1­4Q to z z � <, Z o z 0 M W t Ck g W = � z ¢£ .-+ a to s SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. Sal SHEET NO. SN 1 v+ 3 x 0 r- I Coo m to r- N d IX x 0 I rn -o 3 a rn O 0- E E L. Ln v c c U 0 UI y v 0 i U :o I Y U q N 00 00 0 0 a rn N co r 0 0 m 0 N FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / Irk 5/8" OR 1/2" HIGH--- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL �r �r 5/8"OR 1/2" HIGH STRENGTH —� '—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w! STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'4% (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL-HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w! (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8" x 10" "J" BOLT @ 24" O.C. W! (2) #5 CONT. ON 3" `�" x3/16"PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) 6 x 6 OR x E r T (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE CHAIRS TYP. Cl) �'' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL UNDERLAYMENT FOR ROOF WWF OR FIBERMESH 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4 PITCH > 4:12 D ° A.F.F. O.C.) WWF OR FIBERMESH \ WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II ° D. _ ° a ° ° z 31/2"MIN. 31/2" MIN. l (#15 OR #30) UNDERLAYMENT -� I �1 °' . D I=I I o FOR ROOF PITCH 4:12 OR LESS. I. i I I I �I _ p I I I I lWM °` ° ` ° ° ° ° a ELEV. -0'-31/2" PRE ENGINEERED WOOD - L �I ( I ° A.F.F. o ° _ ° �� 2x4 CONT. u- b I „ 11—II — r ° , a ° a - ° — _=131/2 (min.)-4' ° _ '31/2"(min.)-4" IT 11 I I I I I —I I I I — D ° .. I' - TRUSS @ 24" O.C. U.N.O. �- a a a ° a a ° a ° N _ _ ° •. — — I O0 — — — ZZ I�Z�I I I��I I I 31/2"(min. — �31/2-(min.) - 4" =1 I I I I HURRICANE ANCHOR @ EACH - _I I 11 I I 111=11 I I GARAGE DEPTH VARIES LU I TRUSS (SEE UPLIFT SCHED.) W/ 8 —I 11=1 I II I a4 4 —1 I 1—I1— I I— I I METAL PL. UNDER EA. TRUSS ° T' — -1I=T ' I — I 1=1I I� I I I —III r � r 1 I 1 F. 4„ I 4` I-1 I 11 8„ MOISTURE BARRIER TYPICAL INTERIOR BEARING (2)#5CONT. 41' 1;-4 8 (2) #5 CONT. U.N.O. MIN. SHINGLE ROOFU.N.O. MIN. 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG GARAGE SLAB AT STEP (**B� TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �•-8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE r ° 1, ,I' My — I iYAI Cp _ it D 60 _ 6 MIL VAPOR D - z r _— BARRIER p CV T COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.C.DETAIL) CHAIRS TYP. 4" V-8" (2 STORY) U) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS ��O.H.D. RECESS z SEE A/S3 OR J/S6 _I TIL FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: 'FOR BEARING WALL W/ UPLIFT ONLY SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" SCALE:3/4"=V-0" S3 ° 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING pcs ' NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ �00 s J INSULATION PER FBC AND ENERGY \,/ 1cON� (1) ROW 2x BLOCKING @MID HGT. 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. <_ 8'-6". (2) NOTE: 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. > 8'-6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE cam•, LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8"x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS „ 5/8"DIA. EXPANSION BOLT @24 O.C. @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7"EMBEDMENT (MIN. SHEAR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ . 2500W1.4 SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD SPACE ANCHOR 3500#, MIN. TENSION 2600#) (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24"MIN. LAP] #5 REINFORCINGr6x6W1.4xW1.4N BOLTS 6" MAX FROM FIBERMESH WEEP SCREED INSTALLED BAR a w END OF 2 x PLATE WWF OR FIBERMESH r 2x P.T. PLATE ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR D ° p GRADE �., D D ° .p '- Cl) — a D. — ;— z FINISH GRADE w � #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi _� [GRADE 60 MIN. Fy= 60ksij a=I 25" MIN. LAP [30" MIN. LAP] g th I'—�) I p .. D I ,=I�=1 I I�—I I IT III III— I LI I—IJ=1 I I ' I� ICI I 1=1 D • • 1L ► =1 IT=! I I ° Z IT, Ljj w ° _ — _ — — °O 6 MIL VAPOR BARRIERI— �I ( p D ° I — I I —I I = — — — _ _ �— I I ° I I I I=I I I—, #5 REINFORCING BAR R 1 7/8" `� — I ° o °=1111 I=1 1=111=1 I\ _ _ ° P , N Z T I I —I I — I —I I —I rP = l=1 —III== �_ ? I I— I —TI— I I� 2) #5 CONT. ° ��° u p I 1-11I—i 11=1I I=111 -I I I II • ��l-L-III-III #5 LAP SPLICE g I=III=III=III= I= - N , ° I ON 3" CHAIRS $„ 14" 8 COMP. SOIL. (COMPACTED TO I I I I=�— I I =� 1 36" MIN. LAP [36" MIN. LAP) (TYP.) I— I- _ 95% MODIFIED PROCTOR ASTM 10" -1-1 1-111-1 l l-1 iyIII-111-111-111-111-111-111-111-1 ..III D1557) I II II ,ICI II I"' ,I I 17 #6 LAP SPLICE 1-4' #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BEARING -1 I-III=1 l=1=1=1=1=1=1=1=1 I-III=1 1- ���=111-III_=lil,,IIII��IIII�IIIII;,III,;,I�I-III III-11'- FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 a v GRADE 00 II III frr TII _ _ (:—I ) #5 REBAR w/ OPT. ' FI I I=III—T 1 SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E d CV ' M N °4 4"I r �I I I •� I I SEE A/S3 OR J/S6 I -IU1 I I 1 ,L . I F,I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0101, e CONT. BEAD SEAL4 ¢ INTERIOR °p a a -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a� 0o c — rl 11= co 6 MIL VAPOR - — i'- BARRIER 1±1J VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ter; ° SEE PLAN FOR & LAYOUT DESIGN e TOP OF BEAM Imp .Q SEE ROOF PLAN 80— — — —° a " ° : ° I� I I I r r' (2) HTS20 FOR STRUCTURAL r , I� E BEAM SIZE & N I I CONNECTION INFO I 2x4 #2 SYP P.T. FRAMING w! .I I , I , , MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 7:4 — 8 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 c ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J oUj W ABU66 SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLSTO FOUNDATION PAD _ INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. c—'4 ' ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ao KGRAD a a �., FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1 ` .4 N SIZE AND REINFORCEMENT) W -' -III=III =III=III=1I1=1' °• =1 WWF OR FIBERMESH `" z w I —I III=1=1=1 W 111-III a a BRICK PAVERS or SLAB PER O W w 00 ;III-1 z • a — —_-_ - z — COMMUNITY SPECS ILL\ —•'— = — — — CO� ¢ 0 -0 FIN. FLR./-1k —III—=ill =111L 1 —111 —1—III—I 1 1 1 ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rT SCALE:3/4"=V-0" S3 SEE FOUNDATION ��� � � � • �� � � � CONC. PAD INFO. TAPERED COLUMN FRAMING rCD12!"lliI, SCALE: 314 - t'-0' I I -I -III-III=1 I I -III I I -I I I_I I I- ,- W FOOTING U 'llillilll�i 111 -III=III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 _ r L -ell 1 \/ Cl) _ O 00 Z � z� Q a UOL/711 C9 CD w ru_ o �U — 0 W c lB U o0 m W ~ E8 s �„ = m N M 2 C f0 M OON U $ Q C jr-U- 00 o ca- � v ar 0 ¢ o N .D U) Z W M. W 2 z Q 0W W 6 15 a u O iY 11iJ 0 c Z O tea "'O N a LLz a N ¢ d o 0 �j U WWW.FDSENG.COM / f rn o N _ o Cd To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �Z U< IX z O V z w K !t z z W c,£J CL w Od'�N J zz >o fz g �1 06 O o U Q �Oo o J A Z ZD ¢V"S f O a N U) 0 U 0 Ce zt� rj N L`- ;w boo z Z 2 J rl LU LV 2 ¢Qzo ~�u Q Z 2 ��1 `+L+ � z Z L It7u ,z `�j 0 0° 6 g i J ¢ z SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5ol SHEET NO. S3 ,o 0 I rn i as LO LO CV ,o -a- s J 00 LO I I v i 0 3 Q rn 0 i a E 9 E 0 `v 0 0 c..>I 16 16 0 i U i z I Y i 0 v J t rn N I 0 0 a_ rn 0 0 v (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK 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 PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" CL J TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER F �-+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ :::y — STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4 - 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 1 4 a a $ d ° d 8 STD. 90°HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J \ yj 0 FORM CREATES CONCRETE RECESS TO 2X4 (NO M.) 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR— TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d SCALE: N.T.S. d e a a e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BTO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Tom/ SFFA O%L �N 2x CRIPPLES @ —' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --- O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT -ULL 8x8x16 BLOCK DOOR OPENING —Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE OOR vvvn r nnvr� 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. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 • (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. OHO ��9 U.N.O. SEE N/S4 zNG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d d0 d 12 (TYP.) SEE ELEV. SIMIfSON SP2 w/ (12) 10d I/ NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U d. Z a `n 2x TOP PLATE /T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50 6 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED MAN. ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 3P2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON / SIMPSON SP4 / SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SI MPSC SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE BEARING WOOD FRAME WALL (9) 4 SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° a ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670#SPF) • DTT2Z w! (8)1/4" x 1 1/2"SDS (1835# SPF) ° coo • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215#SPF) ° • HDU4-SDS2.5 wl (10)1/4" x 21/2"SDS (3285# SPF} _ • HDU5-SDS2.5 w/ (14)114" x 21/2"SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665# SPF} • HDU11-SDS2.5 w/ (30)1/4" x 21/2"SDS (6865# SPF) • 518" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT 9 • FOR DTT2Z USE 1l2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT • FOR HDU8 USE 7l8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT W/ WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 ROOF TRUSS ABOVE /� 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE C 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B i (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED a a 2X8 P.T. BOTTOM PLATE UU I it __7 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) A / TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R� SCALE: N.T.S. v i U "' Z M —o Z co z� ¢ z (D W A 0 •O w ZD o �� 22 Cl) U g C) m W — U o M cmM N O O -5 o U y N 0 t0 ¢ C" Ln o �Qo All B D® ' =Jl N_ 10 N v O q C21 U) z W a 0LL"o� w W 10 a � 3 z 0v cn 4 �6 o z 1& z W / ❑ ❑ W W W.FDSENQ,CQM C 00 J 00 _ o _ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz a > Ws of f� Wax U Z 0 U aU Uz �:��--yyg wz P Lu J a0. � OR'ro U W'L N o o z L z ro f > I.,��L z a Z3 N u J f L� U = � LU o00 0� 1 ` UOO]a LV o� *� (V W Q� It $6�2 z O� �oi W J rl LL X Q ¢w o F � u 8~01 00 r-� <L z Z {� Q z z m Ln Z ILLJ W a n o z v, g = of .-4 a cn o SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5 . 1 SHEET NO. S4 -- - L - - - , 1 111 ,,,_ I __-L - lR- -- ' - -- - ' rn 3 v N 0 00 LO I 00 r- N s 0 J Ln I x 3 Ln a N ca E E 0 J N v LZ 0 V 0 v U CI of :o i N I Y 55 v 0 J a� L% rn N Q0 v 0 0 a N N 0 m -o V) SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES 10d x 1 12" AT EA. 1 12" 01 EA STUD I USE BACKNAIL w! (2) 16d NAILS SIMPSON H10A w/ (18) 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND OUTLOOKER SP2 FOR 2 6 WALL USE SIMPSON 1 12" 1 EA SHEATHING DETAIL OUTLOOKER @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL OR SHEATHING DETAIL BLOCKING FOR FIRST FOUR.74 ROWS OF 45° ± 24' MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ' MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT N H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM L FROM LEDGER TO : • J 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — ATTACHED W/ 10d EA. END NAILS 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST „@ „ 10dX3 3 O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. ra INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 'T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL „ „ NOTCH L BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER „ , , 5/8 x 10 ' J' BOLT @ 48 O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 M36w/ 7) WEB, USE MSTAM36 w! (7) 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS SIMPSON HGAM1( w! (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU x SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES x OUTLOOKER AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 10dx3" @ 4" O/C HGAIOKT w/ (4)1/4"x1 1!2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD 77 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J ON SHEET S5 FOR r SEE STRUCTURAL OUTLOOKER @ 24" 0/C X-BRACING, AND TOP co "'x NOTES AND NAILING NX TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `° � °° SHEATHING DETAIL FIRST FOUR ROWS ill 1 Z"x4"CROSS BRACE OF TRUSSES @ 1/ 24" MAX. EDGES OF WOOD TRUSSES 00 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF V2' 1 1 2 10d & (2) 10d TOE BOTT. CHORD FOR 4 /� NAILS @ EA. END LENGTH (SEE TABLE) TRUSS SPANS �(_Rll' GABLE TRUSS ATTACHED W/ 2 -16d 'L11� 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. 2X4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL O/C w/ (2) 16d END TYP. TOP & � JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED ,SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOE NAILS �CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) t- ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-J OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION g --�— SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. SrJ DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT TOENAIL- W/ (2) 16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S'J 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 MAX. AND LOCATION) S5 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. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C lAin n TnI IOOCO 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 0 z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER .BOND BEAM - MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL F�u W! 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACEr7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. wq 6, INS 11►�� ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) I— GABLE TRUSS STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. tiGo v LU CORNERJACK 0 Y a va w z M O U HIP FRAMING REFERENCE PLAN 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 Z M — o zC14 Q a Cl t/) Uf � w (D o D_ O w - o �� U off^ Co 04 W e) C" M `Yi U � o ca � Q0 Y � N rn o QAl I B Do `B o=� =J1 N N MN�Z W Nam. a: w LU 0.02C �Nm� t,o C o E�' LLZ a LU N Q M = 0 CD U U WWW.FASENG.COM ' N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www,LennarTampa.com oz 1z �o Za f� W z C' fL ,U..� Z (0 rZWZZ w Z ff" 0 OW W N F�o L zO f V) 2 3 F_LU _0 o o a U ' ^ y Z o00 0 J ! Q a " 0 f9O� rJO�a o& z<ZJ eV N Z W Z ow Z YSo W a 20: LLI L 1 W �(W.7Z� S 0FoaZQ M� W Q z O W O Z 50S Ln g w = ¢w :£ �rn SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5ol SHEET NO. S5 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS I 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 ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 2K FOR MORE INFO W o 16" O.C. 2X S.P.F. STUDS = W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d Z) w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 rBYR SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN O OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" e:° GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) fM v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD U') TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE Ec .. d" .. iv a" .. .. d .a .. FINISH GRADE co M 'I I 1. - °° _ �LI °' I -LT - - I I I -I I r 6X6 W1.4xW1.4 _ WWF OR FIBERMESH 4. -IrB III— V RI=II. STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR ,T (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUC 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---, *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA, STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES:USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d 17 @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. • 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1""' 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS,< FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 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 ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=1'-0" S6 B.U.C. (8) 1 Od NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -1 -0 "6') NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 8'-6". (2) SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE:�X 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH _ o. 44. I V �_ r1 t I I I •° . e • a • ° �I I I I I I 111=r1 11�1 I IT1 I I; ---I I ICI 1 ICI I r ' (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING) REQUIRED SECTION X- NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w x SOLID 2x C BLOCKING @ ALL C SHEATHING O EDGES(SEE OPENING SECTION X•X d U 0 x W x E 2x STUDS LUIJJ BEYOND. rn SEE PLAN O O I I I \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. O O 4 FT. 2 2 5 FT 5 FT. 4 FT. O2 O O 1 00 1 4 FT. �74 FT, Q 7"1O O 4 FT. ROOF NAILING ZONE DIAGRAM T�7 SOFA �Ol'L �N 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.) ROOF NAILING SCHEDULE: NAILING ZONES AND TILE) o Lu -(SHINGLE ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD F- ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O,C IN FIELD Z_ ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD C7 ? (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO ¢ SHANK NAILS) w NOTE: x rn ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD O 2 (TILE) OR 7116" OSB MIN. (SHINGLES) SPAN RATED 24116 uujj LLr0cc } M r- O �j SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH ¢rO rn F O U) m LL O PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO K F- w LL ir STUD AND OR BLOCKING AT ALL EDGES. N W 6 LL u 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" 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 1/2" z �/; --- * 11 u-"I'llix S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4- O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL Q NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. Q (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". I AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 2 8d NAILS Y 0 C O @ STAGGERED rc WALL SHEATHING INSTALL. VFRTfAI RI MKINf S6 & NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE Op NFRj0R N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH Ca e. d ° --I i I -III -III 1IIIIIIIIIII° II 'II -I (3) # 5 REBAR ON 3" CHAIR I III4" I III. 1'-8" I —I W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 (3) 3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE -I — 09 q 2 T @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. ,I L I ,r zco _ o Z CO Z Cz Vn)' CD � w t� •O w T H- r- ZD o U o COm w f E N cy) cn C Co — U _di ■ CU ` O Cl O CN o 0 () to L_ " 00 5 cu ¢C o �Q rn Q o BD. .� N D -- N O M N H Z W z LL z 1­C _ it N LL O W Q r, W � v cn Z O 0 � � o :w m or, Z�Mmrn Y WL o Q Nam13 W o v O El WWW.FD$ENG.COM �. rn O N 00 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the st uctural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 �o z Q 2: zoo z0�< cwz K x J oWfc U Lu C'1 co z v,— O i �/> ^ �ICGZJ Z 00 \ 3 C Q N C1 J W U ' V Ln o z 000 Y 0 ¢ F Co a UOC,LnJ ^ N LL p p 8°�° Z Z rl aca1� w J L di ¢ -Z= e-i LLI 2: Y 00 rl Q Z �Qz 1,0 Z � aao m Z LU J Z of 0 = SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5ol SHEET NO. S6 I I I E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" / AND i" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER / 2x4 BEHIND RISER ILL / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL B x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �J —2x6 SYP — PROVIDE MOISTURE PROTECTION EA�ACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/J" XAND NAIOED TODOOR WTIH GLUE FOR STRAP2x4 PT INTO (SIMPSON MTS12 w/ TAPCONS @ MAX. 32" O.C. AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4NAILED GLUED AND OF STAIR TO CONC. W/J" X NAILED TO STRINGER 2 4' TAPCONS @ MAX. 32" O.C. / I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH TOP OF STRINGER STRINGERS G­4� E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP 4 PT NOTCHED INTO STRINGER (1OMTS12 w/ D NAILED TO FLOOR WITH GLUE (114)4) 10d N d x 1 1/2" NAILS) STRINGER CONTACT POINTS \ SCALE: ill= 1'-0" VVMLL / SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D—D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON lo AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER H 2x4 SYP BLOCKING x8 SYP GLUED AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD GLUED GLUED AND AND NAILED-- i NAILED—\ DRAFTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 7' = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED\ INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT x GLUED AND NAILED TO STRINGER POINTS —/ FOR DRYWALL SPACING B H E SECTION VIEW _ SCALE: 3" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOOE ON DECK --2x8 SYP GLI AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST STRINGER (2) LAYER J" EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND OR 1 j"X16" LVL NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: i" = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST, NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT _TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW L POST LET iLOCK IDE KING 2X8 BLOCKING FOR NEWEL PO TO ANCHOR TO. (GLUED AND NAt FLOOR TRUSSES JOINT -TO )ISTS) H 2 2X B OCKING X STRING R PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 2X BLOC ING 3 RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" ,\ ? - r ;v7 J'J ,� U Z g z z Q U, zCZ�Cnn' U �WJ LU . O LU �L/711 ~ m N Lll ' E — 8 c M M m100c�i S Q? O 0 N wLL00 U < ns o Q rn �fl.o U') $ v BID. N )l (� 2!g z � - LUz c � LL LU LU Nva¢c�MnZ 4:� ad 0 m 0 1- Cc LL NM°Z a NW r Q OaG O of U O WVW4*. b55 tG GOM L❑ ❑ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €0 3� z < Lua. x Uz80 z w a w a�0eo O�°Co m L zz ZO U U)1 J z NLLJ O Lu J l!J U Z 000 ' O y (M Boa N�a zaZa CC Q gP o O1ow Ce Z LU rl t R atm z 0 ri W Q Z o"a twQro Wz � Z Ozo O 0 Ln ck � 2 h a ,-i a LO s SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5ol SHEET NO. ST 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT PROPER INSTALLATION MAX.MAx. 8 DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. AA APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. FURRING 3/16" 0 X 3" LONG FURRING � �' FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16" 0 TAPCONS (TYP,) TAPCON. INTO TAPCON @ 16" O.C. & 4"LL11X8 STAGGERED @ 16' X8 ` '' BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH � l 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 311 DETAIL //�� D. 90° HOOK (TYP.) STD. 90A ` I @TOP & BTTM CHORD, AND (8) 1x4 P.T. 1x P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT, 3/16" x 3 -1/2 TAPCON 16 1x4 P.T. DOOR JAMB (REFER TO PRODUCT 11 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL:71 NOTE: EACH END W/ MIN N. TO PRODUCT APPROVAL FOR CONN. 1x4 Ll/)Z 71 LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. ,/ 2x8 P.T. w/ (2) ROWS ' ` BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2 TAPCON @ 16 (2) ROWS 3/16" x 3-1/2" / O.C. & 4" FROM EACH 1x4 — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING° +2„ NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4' FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' - � w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL +5A NOTCH WEB AT THE '' FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC PLAN FOUNDATION FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE. N.T.S. SS 2x8 P,T, BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A_A =1610 # FOR 2 STRAPS ' FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2 8 SOLID W/GROUT n -O 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4"TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION .:. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR OR FURTHER INSTRUCTION-. SCRIBE (NOTCH) FACE OF ARCH W! (3) 10d NAILS OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL :�' .A : ': ` •A CONNECT W/ 8d NAILS BRACE/ BLKG. ..: N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 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)10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. J USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/FRy Jr V TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. + �F + NCTy 1'-0" 5'-0" SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + T__ TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24 O.C. + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED ALL + REQUIRED D D EMBEDMENT INTO .) PER NAILING SCHEDULE TO SUPPORT ° ° #5 BAR /4" MAX 2'-0" 8" TRUSS + SOFFIT p 0 10 a . o BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + p p ° CENTERED W/ °D 'LREH IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 8d NAILS 2X4 SYP EACH TRUSS • s ° ° o _ o � KNOCKOUT/ N _- CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2 10d O CONNECTOR NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) - • MONO FOOTING •p ° p° -_ SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS JSEE LINTEL ° AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o BUILT UP PLWD. BUCK - 7/16" OSB ARCH PANEL SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90' HOOK ZN #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4W' WOOD FOR OVER HANG FILLED CEL L ° ° 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. START OF ARC 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 31/2" TAPCONS AT 16" 1 7INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. o . ,. o o �. ,. o ANCHOR INTO ARCH BLKG.STEMWALL rK FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL B-B SECTION @ ENTRY rL_�� SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = 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 AM. 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 "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-4- EPDXY MIN. 6" EMBEDMENT &Cn SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F•F• 3" MIN. EDGE DISTANCE < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE EXPANSION STRIP U_ v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , O A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; o v REINFORCING AS FOLLOWS: — — _ T a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT pt, , I I I I T11FT LL U J #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ° g EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL vQi N FILLED CELL SMOOTH. DO NO FURROW. n DRILL 3/4"x5"MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE I 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 NOTE: M ° REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. _ z T o H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ° ��a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION Of A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. CD u2 Z co 0 _ CD z z Q a LU � o p LLI 01- o C) o0 m w E 4) Cl) Er Co cl) 0 iy S �J N O o0 LL 00 Lv 7 O W O Q m O CD to Obi Q O N � H Z LU YMo�oz kw z c W -N LU c = ��o _0TM 0 U)E CP m Ni�°= � Z Z air N Q � W O L) U O .G CN To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 1 9 w� fa w a U 74 0 z0+QzZZ o'` w swum 0 K � o U �N t 9 Lu z z ro > fz 5 C Q � z O QaJ wQQ C/ / J W LL ppz �~Up. O O m 2 o U oCe N z-Wz � a d- �owo ��� �o z z 01 -o J Ln LLJ IJJ z a z o a F � Z '$42 J� o °° O Lr) Ck z : _ a z rn ,_1 0- cn o SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION N0. 5ol SHEET NO. SS 3 -o C x 0 CV rn L0 I rn 1.0 LO CV S O J L0 I m x 3 Q N v E E v J co L.L. In 0 0 i U i z N I Y 0 0 0 m N 00 0 0 0 d m 0 0 0 m V) 11,-, \-1—., CROSS BRACING DETAIL (TYP.) SCALE:NTS SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 3;7A TRUSS (2) 2x8 #2 SYP w) O.S.B. FLITCH Pt TOP @ TRUSS B U.N.O. ON ROOF PLAN NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) 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 (2) SIMPSON HETA20 w/ (8) 10d EXTERIOR SHEATHING ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE 2x SPF #2 :,K WALL SIMPSON MSTAM36 w/ (7) 10d USSES GIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE:NTS BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a" ENTRY FRONT WALL SCALE:NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. SIMPSON LSTA18 MAY BE NAILED EACH DIRECTION TYP. U.N.O. I. TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 w/ (12) 1Od NAILS SEE PLAN ( w/ MIN. (4) 12d WHEN SIMPSON HUC410 w/ (14) BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS BEAMS TOGETHER lOd INTO BEAM -SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR 71/ OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED F 11 COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE AK SEE FLOOR PLAN CONNECTION INFO REC'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN EACH STUD - TOENAIL ROOF AND EXTERIOR 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16"REQ'D OSB FLITCH PLATE SEE FLOOR PLAN FOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A SCHEDULE/PLAN DICATEDNBM OPTION B CONNECTION INFO OPTION C w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION NAILS AT EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS TRUSS OR SIMPSON COMMON B M . TO POST ATTACHMENTKA FOR ADDITIONAL INFORMATION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN - ,- ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4„0„ IF 2x DOUBLE LEDGER, BM. SPLICE OVER 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS ATTACH FIRST PLY CONNECTION INFO. CENTER OF POST w/ (4) 16d NAILS TO EA. DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A A END OF TRUSS THEN 2X4 BLOCKING SEE PLAN FOR BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF AM ATTACH SECOND PLY 2X4 DIAGONAL AT 8'-0" O.C. w/ (3) ROWS OF 16d MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP, DIRECTION TYP. A NAILS AT 24" O.C. • DIAGONAL----2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 10d NAILS MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w! (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR COLUMN SIZE & \ 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. - TYP. U.N.O. - 1/2" X 4 1/2" LAG SCREWS ATTACH T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BILOCKINGINFO) E 2/D2 FOR FLOOR TRUSS, 24" O.C. MAX. (AT BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g DETAIL a@ INTERIOR BEARING 3 5" PLAN FOR MORE INFO SCALE:NTS SCALE:NTS COMMON B M . ATTACHMENT g WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS OIL VARIES, - 2x STUDS @ 16" O.C. /�(� ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON r 4 O.C. INFO. , SP2 w/ 12 10d NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d _I/L_ �- COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSONNAILING SCHEDULE r TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. 2 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS ( ) ATTACHED PER NAILING BOTTOM CHORD SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL PLATE MORE INFO. GABLES LOW ROOFfWALL STUD) SCHEDULE r TRUSS SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN VARIES W! - FOR WALL LOCATION 2x4 BASE PLATE W/ j NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ 1/2 PLYWOOD - SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 11 z z EACH COMMON `- 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ s� BELOW @ 16 O.C. OR OD WALL-\ 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ r (14) 10TRUSS/ FRAMING TRUSS.d x 1 1/2" NAILS TYP TOP &BOTTOM SEE PLAN 16d COMMONS �� 16 O.C. W/ EXTERIOR I TO FLOOR GIRDER NAILS EACH 1 SHEATHING ATTACHED BELOW 16" O.C. a j" 'rr Estz PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD STUD TYP. T&B (3) 12d TOENAILS TO - ° HETA16 w/ (9) 10d x 1 1/2" NAILS @ SEE PLAN FOR PLATE BELOW MASONRY WALL � I i TRUSS OR - 4'-0" O.C. TO GABLE TRUSS - s FLOORING ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ -- MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN 4iq. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. >� SECTION @FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL � SECTION ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NITS SCALE: NTS ��j DETAILS & SECTIONS \ n r r , li c� z M o z�z ¢ a V) CD Q) N 4--+ Lu C� o •0 w o U °p m LU — U N M N 7S f7 , Sdo 00o if U o ¢ m C a o &:s �a o " N .D c# 00 �oN o -' 6 Z W z Yc,�j a�o9Z a. z I� 0 a F Ate/ _j all N N W � ' z a Z �Nm 3 z ¢� s IUL ZQ�rn� �Mw o a W N t c43 j p� O O \ LA J� z '0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 00 Z 0 Ln Uo UJ w¢rr� Uz00 Z Lu �owZ C - J L�� N U{y LL t Crw O r ) z L z O >o Ez F— ZO 5 DC �\ z Q U 43: W I� z "a v z W U `J Ln U) J Lu �Yr — / LU Q J *� N Z L�W z z b'0 Lu a w w `= � F¢- Y O OD Q z gQz z aJ 9xo Vn z L11 z o� x .—i a cn E SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5ol SHEET NO. D1 I 11 -__L1 II I!II L_ I�i9 '11if I 1 _''_ _ I 1 1 I_ II I' at 'o 2 0 r- r2 LO rn i m rn r- L0 N 2 0 0 QD LO I i 3 C Q 0 i a E iu O c J tz: 0 U v c U i U 7 a z y I Y 0 0 U LZ 00 0 :j CL 0 0 0 0 -o 0 N (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. - EXT. SHEATHING MASONRY WALL QA BELOW AND ALT. CONNECTION. 16" O.C. 2x CRIPPLES @ (2) 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASONRY & 8d BLOCKING INFO q O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS - 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • ;o SURFACE ,q 2x4 #2 BLOCKING O THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN «�s� NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE ., AT 48 O.C. EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON MIN 3 2x #2 SPF STUDS INSTALLED AT EA. END O @ END OF ' CORRECT BLOCKING w/ 3 12d EA. END () HEADER SEE Q/S4 FOR REQ'D JAMB °• G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ 10d (2) SIMPSON MSTAM36 STRAPS w/ 7 10d O EXTERIOR STRUCTURAL 1-1/8 RIM BOARD END OF OPENING (11) NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• �_ SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°• •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) `, �, WALL SHEATHING (2) 12d TOE NAILS TOP (7)10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„o c SIMPSON MSTA36 STRAPS w/ 26 ( } 10d TO RIM BOARD & BOTT. CHORD 1/4,TITENS FLOOR TRUSS! I -JOIST SEE PLAN SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID _. SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS (2) - 10d TOE NAILS FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR r3 HEADER CONN. @ 2nd FLOOR,/`*4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION -- (2) 2x8 OR (2) 2x6 TOP x x 8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED - - - - -' ; SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN $" v P 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT HEADER w/ 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE (2) SEE PLAN FOR SIZE '- C 2 x 4 #2 SPF STUDS �, D SIMPSON SP1 w/ 10 10d NAILS AT 16 O.C. U.N.O. ( ) O HEADER/STUDS 2 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE -FL FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ CONNECTION EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1!2 EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED F ' SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF 1 1/2" (USE SP8 FOR 2x8 C �H ' B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. (2) 2 x #2 „ SYP U.N.O. WALL) @ 24 O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP 7(2)1- 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ 6 10d x 1 1/2 IS ;; (} TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE 2 x 4 #2 SPF STUDS B G ` INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) —JIB G -' (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" BOX HEADER AT 16" O.C. U.N.O. 2 2x HEADER () EXTERIOR HEADERS SEE PLAN 1 2x SILL PLATE W/ 2 12d TOENAILS. TYP �� O (} OPENING LARGER THAN 4 ft 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM " ANCHOR BOLT w/ �� MIN. 6 EMBEDMENT (2) SIMPSON LSTJ2 w/ 10 10d (2) 2x TOP PLATE ( ) NAILS WRAPPED UP AND D 2 x 4 P.T. (2) BASE PLATE W/ SIMPSON LS30 10d x 1 1/2" EACH SIDE TAPCONS 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE o w/ (6) PROVIDE BLOCKING SIMPSON SP2 w/ 12 10d NAILS AT ( ) SEE FOUND. PLAN FOR FTG. REQ. ' 6" H 'STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 w/ 10 10d - - _ NAILS AT BASE ( ) -- - NOT REQ'D TO HAVE CONNECTIONS. • . - ''PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN ,'I TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL - PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE (24) 10d x 1 1/2" NAILS AT TOP AND AND EXTERIOR EXTERIOR 2 STORY WALLS ONLY.BOTTOM HEADER CO N N . a� 2nd FLOORK-6 STUDS BELOW TO 5 FOR SHEATHING CAN STOP ONCE UNDER 2 STORY COL. aC� GIRDER HEADER CRIPPLES ARE LESS THAN 8" 7 (IF SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. - LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION 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 HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO --- - - - - -- -- - PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. "FOR OPENINGS LESS THAN 4'WIDE, SILL MAY BE -0" SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @_ (2) 2x SILL PLATE HEADER/STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3�� 0/ �XT 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. �482x4TOA 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1} (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE tilj� (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING A10d (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD x 1 1/2" EACH SIDE ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON H LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO , ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ 22 10d NAILS ( ) SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACHIle END OF OPENING CENTERED TAPCONS ,`' W/ (2) 10d NAILS NAILED TO STUD PACK ! FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c, 0 AGAINST 2x8 2x8 TOP \ FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W! 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. aC� 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0' LONG, TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. - / (D z_M o zC) z E3C.- Ln (D � u, w ru o 0 w o on CO w S ■ tRy"i a) M = Q? i O o CN 0 Lr�u-00 U 00 o ¢ � U .o Lo �Qo B D. ,,CxB `o C =�Jl N .O r c 9 � o o ❑. u,j LW LY V ¢,aLLL z a Z ��� U) M Eo Z Q N¢C o LL W O U U OO WN'W.FD t = Q .�• .; 44 �� F 4o FESStolt � j�''��f1dd1lltttl`►`0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o fF � X, W� Uzoo zwZ �_:owz J OE O�°Co " o L Z T Qo � oC O 8 f z Z� n U Z < �3 D 10 a W o � J U = Ln QW LL CZ r O J Lr) W N o �zr Q a<tce Z Z f o Or2, JLn �—{ LLI Q LL Z � ao � � u �~o �z � 1,0 Z H, m o� g = of ,—+ a V) o SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5ol SHEET NO. D 2 l I _ L > Ce LO 2 0 LO I i 3 m LO LO 04 c v 0 0 J LO u7 I rn c i a rn N v a E N N 0 x C c J a� Li 0 v 0 UI Z .4) s U :o d co rU I Y i 0 0 o U 01 a> tZ rn N 00 0 0 N 04 N a O C> 0 I 0 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 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r�onnv�a rv.o� mv� SELF -ADHERED FLASHING DECK JOIST JE BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI£ UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING M WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND O OR EQUAL WEATHER PROOF CAULKING O SELF -ADHERED FLASHING 1 SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) Co] SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER i I PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT A RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 10 0 f. STRIP OF SAF DRAINAGE PLANE WRB 1: BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A 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 Lt Q SELF -ADHERED FLASHING 0' CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER \v (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Fez a SOFFIT/CANTILEVER SELF -ADHERED FLASHING INSIDE CORNER �Ground7 Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - 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.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as G in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: J II The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster ;TOP A over block US BACKER ROD 1 st floor OUS FINISH WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all '�xUul - r2' L U T -'L M o z�z Q a 0 u, CDV) 4_J L.0 � o .0 w t!) Of , F E U o0 m w E ~ 8 �c) Z ■ C cV Q O U tLLoo o Q rn i) a o u-) �v rn Q o B D. =Jf N N v N �N�z Z W -w z° 4nN a ria E_R_ a Wdl > c LL o W V Q z Z 0 o 0 o�� m M°c' �ZaH CA N ¢ . .1 o O U U OMID WWW.FDSENG.COM rn 0 N 0 0 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www,LennarTampa.com Z 0 �o za f g W Q X M E 8 0 roo�0� �$=Z 0 ul ' vJ^ �a�J w ro 0 N L Q F Z Qo w f Z O o O J W U 2 `./ Ln w w W8W0Z F Y I- Ln a �9o� N zwLu Q d' Lu ~ 0- $o7no z Z O1 W -J rl lJ.l Q W Z jQz� � u gczZ 00 V) a 0 Ck zS :5 LU ,­4 a- in o SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5al SHEET NO. W P I 11 1 I I I , t 111: L 1 IF I If _I I L I ,, I L _ 1 11 1 I't I e March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to complywith ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2018 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 ]-Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30f2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit st_gnote.corr for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. AP4 Keith Cullum, P.E., LEED AP dwfBDW Engineer, Southeast U.S. Branch Page I of t 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Fax 972.542.4139 tis �gPi < fJSf++ronnaofars s < SimpsonConmctors > Ups Mock No, Pliorl" Staf col" Product Approval No. eVah rnl Repoli Bads (tea) Simpson Stack NO, norms S3eMwide Product Approval No. Evaluation Report Basis (2018) A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 F1_10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856A ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 H D26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2549 H0412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 F1_17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL1045e.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUG73 FL6223.3 Evaluation Report HGT3 FL1C456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3446 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10855.104 ESR-2549 JUS2100.2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10555.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26.2 FL17232.11 ESR-3445 LUS26-2 FL10555.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10855.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10665.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL172%2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 1`1_10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA35 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.38 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U F1_578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.515 FL1066T8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3518 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT18-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456,12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 F1_10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456,42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTHB FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTHB FL17244.32 ESR-3455 U24 FL10555.141 ESR-2549 SUH24 FL17232A3 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28.2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 TH0410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 TH0412 FL17232.16 ESR-3445 HD08-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THOH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 U PH D8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL1147112 SIM200802 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 if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225A +87.01.67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-87.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.01-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.01-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and B47 Single & Pairs of Doors FL11537.1 N/A (see insl sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 psf PGT Series5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.01-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePiank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.01-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc VentRV10 FL21580.3 NIA Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7649.28 NIA Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum Gulf -ok 16" wide roof panel FL11651.2 R3 NIA 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A & STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 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 with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE U N to N 0 N U L a � O .CM cd U N U a CD ca 0 O CB O O O ^^ '' W Ca O . � Z7 Q� O L .Q 0 .� ��/�/�� VJ Q E Z Z W J �W W r� V / `U O CL U O ^L /V II CV CU w Q n Z Z Q J SHEET NO. PA 1.0, Florida Department of Business & Professional Regulation Peg, 1 of a Florida Department of Business & Professional Regulation Pape 3.18 Building Codes and Standards 12112201€ Building Codes and Standards 12/12/2019 Florida Depprbnsnt of Business & Professional Regulation Po., a, Florida Department of Business & Professional Regulation Pepe, a+ Product Approval Application Mall Product Approval Application Detail Building Codes and Standards Product Approval Applkatbn Detall 1RMO Building Codes and Standards Product Approval Applkatlon DetaU u mle I is _ Coal EntlNar 2ah 2814 Date Pending late "a pntlN or Will 2111 Date Permit- jyat Version gtytpt EQ>atp2 Endnew BLlnna• Vdldand av VeggMea suamlld FBC Awroval Approved status jyaq Venion Menuhcturor rieOtagl Engineer & License Validated av validated Submitted FECAPoroval Aooraved status RevWon 2017 Therma-Tru Corporation Category: Extarlor DOOR RICK Wright Lyndon F. Schmidt, P.E. Ryan J. King. P.E. (419) 298.1740 PE-43409 (813) 767-6555 10n52017 07/122017 10/18r2017 12M 22017 Approved Revision 2017 Therms -TN Corporation Category: Exterior Doors Rick Wright Lyndon F. Schmidt, P.E. Ri en J. King, P.E. (419) 298.1740 PE-43409 (813) 767-6555 12/132017 12/1=017 12/212017 =13/2018 Approved 990 11121 Version magisdalasia KnoW or 2 imp YMMlMld By go 20 YAM" iId1Oillad Dole Paidho 20 PWApproval AQproved low f.96 un version musiduallat genial f. tllwom )falddw a. 20 20 paw pawho Validated subm d PJlc.Aao<Md 20 Anwand Meae Subcategory: SvAnghg Exterior Door Assemblies dckw®IwbWgwnsultR6s.a Subcategory: SVAhglrg Exterior Door Assembles nckw®YfbldgconsuMans. Revision 2017 N Rick WrightYNlpr$ NatlwW Aooemhllofl& Ryan P.E.P.E KegApproved 122012017 Oa212017 t2A'tl/201T Revision 2017 Therota•TN Coporalbn Rick Wright National Aoxedaatlon8 Ryan J. IfYg, P.E. 122p21117 09/212017 122Yl017 Approved Compliance Method Evandon Repot) from a cam Compliance Method: Evaluation Report hone a cam comwr. Daft Door$ (419) 298-1740 mwwg rrod kret8ub (813) 767-WO Coaster: E:dador Doss (410) 298-1740 Mrmpernew InMIAe (813) M-8556 Flora Registered ArchMd a a Licensed Florida Florida Registered Architect or a Licensed Florida SubCalogosy: awagteg Eserbr Dow Assemblies rld�ts. SubCout ory: Swlageg Exerbr Door Assemblies rid-0-bldgconwkaRa Professional Engineer Professional Engineer CoarpNMw lkt"-. CwMbWm Mark or Listing Can Coarrill 11 , - :CerdbooWnMwkwLieft Oom F1.e204814t2 Product, FL4204 14t3 Products Duaity Aaaury -• ggoroved for Use Approved for Use ffigMt D,,I,n Duality Asaunnce Aoonved for Use Approved for Use Im out Deslon Anoroved for Use Approved liar Use *go )a AENWAd for lmom D81111011 Sent Product Model. N umber or Name ProductDescrialen ContnatExgirattsnDats tHY1,1Z Outside14VKZ Resistant Presaun aut9.d ProduaModel-Numb,,rNi= Product Description CoareetExpirationDate 1,HVHZ Outside HVHZ 64BMMDS Pr•tsur• Ens EM&MLOIddiAomkusLmm Emdmwallgdom In NvNZ gwakatil12 Sam" anum sea Data aye l�Ioe.tODZ &§Mo Poem 1 a. Thermo -TN Flbor-Classk and SmooOrSta Nominal U09;8 &quO14—I grad&quot; Opaque 12/312020 No Yes No WA i a. TherrnaT. Fiber -Classic and Smooth -Star Nominal 684Ci9;e &quoiNor-I p act8qud; Opaque 12/312021 No Yes W WA t a. BqudCWslaCraB&quoC and &quct;Bwm anerk by &8 and aD Opaque and CAW Fiberglass Door win 12131=1 Me Yes No WA 6 e. &quoLSmooIMBMr&quok and &*Mt:Bwd fiark by GB and aM Opaque and Glared Fiberglass Door wIM 12MIMI No Yes No WA Composite Edge Fiberglass Single Dow Composite Edge Fiberglass Single Dow Th m TN&gwt and withal Sicilian. eiswtng and OutlawingM Tnna-TnrBqa; u and without aMeebs, kMvhq and Oubwkp 6 arm. . F er- as and oat w (ImevI.VOrtswulg; X e-fl9waeon) poles qu mpect& psgw 1 1 o Yes f. rho (lmev1ng10utsWng: X contguretion) &quotNon-Impect&quo[ Opaque 12/312021 No Yes Composite Edge Fiberglass Single Dow 6 me -TN and xl Smooh-Star Nominal OM9;0 Composite Edge Fiberglass Single Door No WA nsvW /eh, : X cords urellon) onrAnq/OuRwlrg: X earr6gurallom 9 I. Th—TN Flaer-Classic and Smooh-Star Nominal 6&N39:8 &qudNoMmpad&quo[ owed 17J312020 No Yes No WA 9 1. me—Tru Fibar-Classic and Smodh-S+ar Nominel 6&a09:8 &quallonlmpact&qua: Glared 12/312021 No Yes Na WA Composite Edge Fnargtess Skgb Door Composite Edge Fibsrg0oss Single Door pnavdng/Oul"; X carmguntin) (Inwroht :W : X coral untion 14 n. T11erme-TN Fiber-Cassk and Smooth-Stor Nominal SW9;0 &gwtNonlnBlacMquo[ Quiced 121J12020 No Yes No WASingles Composite Edge Fiberglass Singe Door n avd : X coral uratlon) No WA Composite Edge g X ccook�ssr Dow ( nav4rglOutsv4rg; gas ) Florida Deparartart of Business & Professkrlal Regulation Building Coda and Standards Page I of i laws Florida Depa runt of Business & Profealonal Regulation eg Building Codes and Standards Papa, a, im m,s Florida DepaMlerK of Business &Professional Regulation Building Codas and Standards Pao., a, 115,1201e Florida Dapartnsnt Of Business &Professional Regulation Building Codas and Standards Papa / d 1 v6rm,e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detali Product Approval Applkatlon Detail ELILERM antis R IA, or Oats ➢ale 2dLEBn■a gels EINS222-Pi Settle 1 mlLat Ibis 20 2m hmdm gran FLOISSU4U Satoh aolBtat fate 20a 2daftedw 20 FL 20111111 1lalLp[ Rib dal I da.Bie oat last& mm Vedn Vasillagasig HoduKAI o M Yeldeledmt YaWobd alRamef FOC AppmMl Approsd IBmM mm YeWn mistatialaw rmsYmt amlmm i Ub YMJOMKM Yaliod lmbmmd EILAMMXM AROMM l mle mm V—Ion Visaideastat laded Yaudimm Ysldeha N&Mmd FW AoaraMl Aamtaa all& Must rirslpp IlenlMuoc 220M LmloNrl.Llnsu vdeated w YMBImd Ad ell F1110 ADverceed Approred aloe Review 2017 es W nd" and Dow* Brant Smger Luis Robefb [.areas SMwn M. Urkfi, PE 08tt3W17 081112017 06015✓Jg17 IOMOOD17 Approved Review 2017 MI Windom aed Doan God sallow Luis RoOMo Loma Sewn M. Urkh. PE 08f132017 08n 1/2017 0 15=7 10/102017 Approved Revision 2017 MI Windovr$ and Doors Grunt a~ Luis Roberto Loma Sloven M. UfrA, PE O8n32017 oem lr2017 08/162017 10110=7 Approead ReAMon 2011 MI Whereas and Doas eventswinger Luis Roberto Loma Steven M. (rich, PE 0813=117 08/112017 0N182gt7 10110=17 Approved Calogay: Exterior Doors (717) 30543W PE42514 (717) 31744M Calogary: Exterior Door (717) 305,UW PE-02514 (717) 317-6464 Colegavy: Dons (T17)3853900 PE12514 (717)317-&454 Celap ay: ExWbr m Doo 17) 386.3900 82611 (717) 317.846/ PE- SubCeaegorY: tastes Ehalor Dow Aseenbties belMVwQmhNd.own SubCMogwy: stdlfg Exterior DcorAsewNfIM betkomQmwd.00m ry:S 00slog eadte p Exterior OoorlWermbl4e �.� Subcategory: Ssetq Exterior Dow AarrlmrW belripemroMwd.com Cnaparpe eYMod: Evaluation Report tom a CernpN lkto t Evaluation Report root a Coaytlrae vakldwff Rol Loma Compliance Mdurt wkuatlOn Repoli Loma Fbltea Registered ArdiYd or a Licensed Florida Proaniamel Engineer Florida RsgbWW ArdNed or a Llonsed Florida Praaealwal Engineer Flontle Registered Architect or a Licensed FWW Pfo1W)ofrat Ehenser Florida RegisMed Ardried or a Licensed Florida P� Efgheasr rwi amoLh aoem Ananyvad Jor Lim Aalamdmcgn lewd gltlm Associated to, Use AwmtdotlW loom 22Wm gmdkAr Agaroved IN Ibt Aaaroved set Use 1aed lad■ amemLAUMM Alienated for Use AlgmrWtalbe anent 21MM A as Maoh1atiZ Oulabb tltafi bedded Pressure A as Cr 16tOtti 2 IhaYhm Geew gibes sgwmaxuboRnmk blailY lbhbet00fi Phnom heeds! AMR rdabdxukwjoaobJPQZ !b ROShm l P1emL■ 3 SERIES 420 ALUMINUM SGD REINFORCED MIES 420 ALUMINUM SOD REINFORCED OXO 12131rm18 14&ah4&quo0m0&,quot No Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINIUM SCW REINFORCED OX. 12MI2016 XO, XX 1M&quatxessquet No Yes No WA t SERIES 420 ALUMINIUM SGD SERIES 420 ALUMINUM SW OXO 12/312018 145348quot rol 08quot NON -REINFORCED No Yes No WA 2 SERIES 420ALUMNNUM SGD 8ERIE8420 ALUSNIUM Ste) OX, XO, XX 1213lrMS 98&quotx008q+at NON -REINFORCED No Yes No WA Florida DepaMtent of Business & Professional Regulation Building Coda and Standards Pape i a l lfermla Florida Depertrnent of Business & Professional Regulation Building Coda and Standards Paps t e r 1/50016 Florida Departimat of Business & Professional Regulation Building Codes and Standards Pap., a, 11641018 Florida D6paNnent of Business &Professional Regulation Building Coda and Standards Po.+a+ ,f mis Product Approval Applkatllm D4rtall Product Approval Applkatlon Detail Product Approval Application Datall Product Approval Appgkadon Detall EaL271141111 raft alas Vein Ilwdamloc EWA& or Ibabat Andu kurmn ValdwoLk got gate OMIPm■La Xviod llumnd EWL&ROMEd gale Aaa®od am& ! 22* mm Varslpp IYrs6gialat ! Seneca )bldddll Oats go )bls Pending YMItlrW aWmllad PACAnaesM got Aap®ref Alta Bt>lBa2,11114 rm)k )hive vedm rwsntaAo[ PAIBL9t pedrd gmdmKa.LWm YdkMm l x 2da grit Yaldog ailorsmM Dab Pendm O!a EKAWMA Approyed Else BlUM& rode Mum Iboon maggitagissis 1fDOtiL9t EDdwarLUl YMIOedbl gate O)at Dom.PmJIm 0(s■ald aalamad FOCAaamw pelt Aponened men Revision 2017 Clopery &"V Product Company Category: Edwor Down BsrbCalogoy. Seasonal Elderi0r Door /osenblse Mrk V4&dw W Inlertek Testing Services NA, Guy Pkeshisr (513) T704= Ine. (313) 5194888 tr mdwa kgldo yawn 110AW7 01111002017 12I05=117 Appawd Reviato. 2017 Clapay Building ProOucto Company category: Exiolior Door SubCdoecar SedbM Exterior Door Assemblies Mark VVesteNlaM InMdok ToWJM Swvk n NA, Gary Mohler (513) rm40&2 Inc, (513) 5194688 InweorreMOdolar.ram 11282017 011MGM17 12MSW17 Approved Revision 2017 MI VMndowa and Doors Caloaory: Exterior Doors at+eCsYpaY: SYdhp Exterior DowAaarMMe event BMnger Luis Roberto L.wnas Stever) M. Urndu. PE (717) 305.M PE-62614 (717) 3174464 Mlanper@n4rld.wrlr 061131211117 08111/2017 OB151=7 10/10=17 Approved Raviekn 2017 PGT tduetMa DoOn ateCWpoy: Sadtg ElMbr, DoorAesembtet D«n Rustic MIaml-Datle BCCO - CER MWN4)ede 8000 - VAL (941)488-Of00 (788)St&2680 dNerkQppiuduabbs.com 12120=17 I lrIM17 12252017 Approved CaaplYnes Md ad: Caffelledori Mask w ListingCanparma Metllot CsdVICIM n Mask w Lisig C' I- Mduad: Evaluation Report avm a CoeplYae Ileeeed: Cadsoatlomn lark a Llaag FbnMa RrtyMorad Ardded or e Llpnaed FbrNe Profewkeral Engineer $ , deg! 91MkAmaform emauammom Astearoved for Use AppRlydffi!oe lewd Belem[ Reeve PIleeYrs Ina Product MOM EM60LOOldwoo AppteedfWLIe Ag)amolmtUw bl0illi 4o10elBgZ bog BWod 22MM 19■wrs MMSS&24t4 ftedlelft ant IbalkAewuaw bukmLgmgdmo r4obaxm*migLao AnomnOfar lUse A,,,,din, Use InNvNz owasse, WAR lesad Bolded palm PrsaN■ 37 037.4W PAN-VISF,151: , GR F, 7VIT. 48, 2 W, 89 76V, 4R8T, 4RSF, 8RR6'T, aRBF, 2R8T, 48, 42, 65, 4tB, 4M 56S, GM, 0066V, GRbs, GRSgV. ARSS, AR6sV, ELM L EOGSV Stets Pan sale. 25 ga.) Gsv*SInglocor (p a 9'0' wale) o&R12028 iMIDCDDE4e174; lN5 Gataga Dow No Yes No +30 PSF/32 PSF 83 063 W618 PAN•2F+63: 84I1 pis, 86, 420.55S.O I , 4RSF, BRST, aasF, 40. 42, 56, 488, liG, SS8.OD66, G063V. ORBS, GR58V, ARSE, AR53V, ED58, ED5SV Pan9mmAMMo Shin VM X)OD5 gat.) 4;M e V 6 Doc 18'0' 06212028 wale) rM®CODEY771; YV5 Ciarape Doo No Yes No a30 P IJO PSF Ina 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SW REINFORCED XXX /2/312ot8 1Q&*aa"90&quoI; Aw�Use Aw�Use b.10Ql7 IbhUN,la11Z No IN= 1l!lmmt Yes No gWm IILne WA f0 SOD4670 (Large asasre repeat) Vmyl SNdMp (Naas Dow OYtIft021 res Yes Y« WA Florida Department of Business & Professional Regulation Page 1 a 2 Florida Daperarsrt of Business & Proassiond R epuiation Building Coda and Standards pop , a, 190te Building Codes and Standards Product Approval Application Detail 121122o1a Florida nest I Regulation Building Coda and Standards P4a 1 1 ulvm+a Florida Departinent of Business & Professional Regulation Building Codes and Standards , 6mle Product Approval Applcatlon Detail Product Approval Application Detail Product Approval Applkatlon Detail Sad! ReMilaakil_... Endtvor - WILL 211s DatePendina pas, 19,da3>l:dt FLN1es74R7 Slat Version Manufacturer C.A.11, Enainaer&Liceroa ValldatedBv Validated 2eb,l,tad FBCAporoval Approved 2.taale t3a7a�6[ Ibfe mm )ham YrlfMaloc EdB,.a[ 99am 929BULLUA Y21imitm glad goat 2OLbedm YAM" aliened FOCAn ayid 20 App®Md JBRiit Revsan 2017 MI Who— anti Doors Category: rend— Brent Stringer American Architectural Steven M. Udch. PE (717) 365.3300 Manufacturers Association (717) 317-8464 1229/W17 12M32017 o owols Approved rode lime version laaafasLnc Emitter ceded lmlobtilblDm YlYOaledJ.L lame 20 mildod admlbd GsaLba m Jae fwLa m w Approved slew cede BM Verson llmdrmsnc grow or gedad gmbnEAI lomn ritltlY" 20 20 rildled aalmlMd PWADoMM g0 Appt■d amm Revision 2017 CURRIES DNislon of AADG, Ina Category: Estedw OOwa Dadk Dow UL LLC Ted set n, PE (641)494.2644 (305) 868.4707 11/J02617 104amil 12105=17 Approved 9ubCategwy.. Segal Hung Cempilmc• Method: Certification Mark or Usting bs811npr@MKW.com Revision 2017 cbm &AWV Products Coniparry Chtegary. Extenar Dooms Mork WasterBeld Mwd* Testing SeMon NA, Guy PN~ (513) 77040W Inc (513) 5194588 11292.017 08110M17 1120502017 Approved Revision 2017 C:bpay &Jk%g Produce caepary Cetepwy: Exterior boon Mask Vft$W d Irteflek Testing Services NA, Gary Pduohlor (513) Inc. (613) 5194388 11rd 2017 OW102017 12A6/2017 Approved SrbCobgoy: Exterior Dow Cwmponwlb Canpanu+MMtod: Cavalcades Mork w Listing dave.de0lt@seNabby-co heFLe174es-A2 ProductsdProductsCompHo Duatity Asau - aoaroyee ror u.. Aeproeea ror ua. 1-0 Devi- subcategory: Sectionall Exterior Door tss Mslred: Codification Mork Listing mwsehtfieMrodopq.rxxn subcategory: BedbnalEzedwr DoorAeesnlbllse Ceavpanoe MSNed: Csralselwn Made w Listing rnxrraehmstlQdOpsy.00m Bi11w 22" Product Model. Number or Nana Productileacriation Cant act Exa aeon Gab In HVHZ Outside liYHZ Resistant Prsasure 9WAKAmauaw Aggrieved for Use AMi@1Md dal Use laid palm 2 185 SH 52x84 FWWlangs Frame IGISG Single Hung 101092018 No Yes No +60/-60 An®Md for Anproved Ior Use wapad Doom gLoft Assurance Awaroved for Use Aisprovad for Use ttwd 2LVM iraa SmgmdiaantlOLOab bIDOZ 9WwmaZ swim" m■n dead EL2&MLMROMJkUNKAtIMM P collarless lawom go bllYlli gdMwlmZ allwo Porn and >immdE)oal�Me b1sYtZ g1YWLtow EOIWd PJaaBn 1 807, 707, 727, 747, and 647 Slags and Paas of Door Fkralu Glazed, and Louvered state lid pate w 12031=5 hollow MOW down. Yes Yes Yes MIA as wit VA49 PAN -VI 53:73, 75, 84A, 94, 42, 48, 428, 488. 4RRST, BRST, GOSS, GRSS, AR58, ED5S BMW Pan (inn. 25 ga.) Sklds•Cu (up a WW wale) 05f212028 VNIDCODE6t174: We Gaspe Door No Yes IN a38 PSF P�H2 102 102 Wili PAN-2F/S& 73, 7& 84A, 94, 42, 40. 428. 486, 4RST, BRST, Goss, GR58, ARCS. EDSs Steel P« (mar. 25 ga.) Double -Car Mr h ITT OYt112g28 lads) VOM)CODE6g174; Nor Geroge Dow No Yes No +37 PSRM1 PSF on a Department of Business & Professionalegu a on Peg-- , .f 1 Florida Departnent of Business & Professional Regulation Poe 1 a r Florida Department of Business & Professional Regulation Papa 1 Of I Florida Depertmart of Business & Professional Regulation pope 1 a, Building Codes and Standards 12117J201€ Building Codes and Standards lermts Building Codes and Standards 1 &rm+e Bathing Codes and Standards 115 s Product Approval Application Detail Product Approval Applkatlon Detail Product Approval Application Detail Product Approval Application Detail cove POP Entity or WNIN", PAX, 2a14 Date Penal— a" $ ffi B l9nf>aF>�t I1rge Venion Menuhauer p40lsfd Engines BLicenee VeldatetlBv valwatee sus122W LAU101219 Aooraved illalua 20 };low Yedm Iisguagrm grim or 99wo EmlodrLLMM MkidlilM gal/ gat! Date Persian, yelow lam FlICAppna'd 2ok Approvd At" retdt 110111 Woods jassilawas ErAmt or cereals zmdmKkikum Yalidated,8, 21M !bh 0e69wwke Yiliod Mica" FW Anorovid 20 Anwayed INK rod! LM Y101n Weld Endb ar Candad awbtKil.mm veeeasd eM Jbh gate YAW" lum0d Dole PU IM 20 FBC AR>orsyM Approved AMR Revision 2017 MI Windows and Own Category: Wrndows anent Sanger American Architectural Steven M. Udch, PE (7M 365-3300 Manufacture Association (717)317-8454 01212018 01103=18 012mill Approved Revekn 2017 la Merriest and Dow* category: ridowe subCtasOaty: Flared Board slagsr American Afd,MwWnl eleven M. bide PE (717) 30&= Mrxlfacterars AB.Ddltbn (717) $174444 semfuperroMed.aom 12131/Ml 12/312017 01A42018 Approved Revision 2017 Put NOu*" eatepwy: VMdowe SrbCahgoty: Fbnd Dean Ruak Mirrd•Dses BCCO-CER LQMAaas aCCAD-VAL (041) 48& OiOD (7861315-2910 d�.cone 11202017 12M=17 12/261=7 Approved Revision 2017 POT)rduablse SubCOcollator. y: $in * atrWe Hare Des. Ruor MWnWatle BCCO-CER MIamFDada GOOD -VAL (411)4860100 p86) NS-25W �-� 12rVWI7 12A82017 122r2017 Approved FLa163614R5 Products Subcategory: Hortedal Slider Compliance Method: n or Listing bsttnger@mhvd.cone Compgraa letifod: C dMostln Mork w Listing Cealplasse Meshed: Dadseaesnn Mork or Listing CerplWae Nested: Cad6nticn Man w Listing FL#Iss4s.m Product. $ seas Prpduct Nadel. Number or Norma Quality Aeauronn Product D•scrictlorr CoMraet Ezotratlon Data Approvatl hr U•e Aporondter We in MVFiZ Outside HVHZ knoact $telaMet 2e&1- P.... ! epprovad for Use Answered ftr the Jewel hbaon Ibrle.Amlmm AOKVMdibrLbft Assayed Re Use bwo 219m 91MIBLAmvmm App lbe Approltd for the lend Roos 1 HS 188 Fin and Flange Frame 7342 Insdated Glass 02/162019 No Yes No +56F55 a as Product mwww at Nonve product DaarhOon 920kigXWAWIELRM InHVHZ oulameJIvNZ Andilial Pressure Ina emmianalmlow a InNVHZ gwwdLt= Rum" Pressures lma rma■MEWaYnOY inNVHZ 2WWARL= tlaeYm P- 1 185 PIN 73 x 72 nn &doled Give 041M2018 NO Yes No +eW-80 9 PW4520 (Large Missals lalpad) Vlayl Fload Window 04I OO= Yes Yes Yes WA 7 SHI-am (Large Mlsste trpeco vlayl Sao* Hung Window 07/30=0 Yes Yes Yes WA Florida DepaMTmd of Business & Professional Regulation pop l a+ Florida Department of Business & Professional Regulation eg Pap., a, Florida Deparhrsrt of Business & Professional Regulation Pao., a, Florida Departlrfert of Business &Professional Regulation Papa, a, Building Codes and Standards 1154101e Building Codes and Standards 1051201e Building Codes and Standards Irlsrm,e Building Codes and Standards O&gOle Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Applicatlon DetaU raae EdBLar gas■ Ibh DabPfadln gale E21a3111314113 gm EowLa 20 )ale 2taLJao.ld got FLM14N1 Safe EdBLor gma 20 ➢ab.emdba 21M g rode EdhfaL gate 21a 20aballe gee no Yawn lI pedant Pppbmed►Llame V OM& xmw d admnd FAQAga®MI Aaa®ad woe Sim Vide Nalutamgat 9wlRa FRaw--License Yalbedct madud slier F11QAearolMl ann M ales& mm vwwm Ilaedrmoc Smdrd 1[ppinr#L1rewa YdddeMt YWWWA Itlimmd I=A,,r Ml Approld ahae mm Verson llsoulMursL go" EgahmtLUk Vabddda, VdWmd 6LIQenW I=AwrsyMl Ammfd AMR Review 2017 Theme -TN Capwatlpn Category: ederbr Door subcategory: 9wi glig EOedr Dow Assembles Rick IMIgM Lyndon F. gduMdL P.E. Ryan J. long, P.E. (4119) 298.1740 PE43409 (613) 767-ems d wMdpoonedr$nIs. I&la2DI7 10MI1671117 10222g17 12M22017 Approved Review 2017 MI Widows and Doors catepwy: Wndowe ssbCmpory: Muana assetSMnger Luis R Loose, PE a~ M. U*PE (717) 38S-"W PE-M14 (717) 317.8454 asMlrpu®rrawd.ewfl 10232017 1W1a12017 lormmi? 12fl ZrA17 Approved Review 2D17 POT Industries CaYpw g�ry; laws SrubCOtpey: Muaala Dawn Remark Mb.#4).e BCCO-CER IM-40ade BCCO-VAL cme1)4 pipral (7e6) 31SQ590 d�.twn /2A5WI7 11/152017 1ZMM17 Approved Revision 2017 Jrrr Nidle Building Products, lop. Category: PefrN VWa1s attbcobgory: 9dNg Phpelmg Zhu RwrW I. 09swa John Southard, P.E. (908) 949.2927 PE•24121 (352) 957.2628 ptpelwgsru®}r+wMar 082151W1T 06MM17 080281=17 101102017 Approved CenwPNarrse Mislead: Evaluation Report tom a com Couplianoe A$~ Evaluation Ropedcoma CwmpMcs Magic w Listing CaerPMrnes Matted: EwMwtbn Report tone a clo.curn Flowda Ropetend Archbot or a LlsenesO Florida Florida Rooblered Am b d w a Linansed Florida Florlde Re941ned AMgeot w a Lla«ead Fwde Professional Engraver Rwrasebnel Enphew 8.21111141011i.Products Professional Engineer FLFLU Ibaa rmaes05211=11 Agaavad rorlw Aprroved IYes pdaYe-NQIi for Use d®W 1 !� hmen Ems lbalsLao hsdYmglta� Approve so Lim Awesdoc0oe !alDifi !b»!!1>ilZ hood Brs■es gWm lemM■ La! gooLAm■ope raatipptitodMllnmm Aw[o�otUse Awmtred for Use IB.IDQZ IDiaetmtlZ lamed BWWrs 2adga I'aMw 1 Muaoas for N Doan and VWYdows Alomtwmn Muawla 0928r2021 r« r« Y« WA La! 9 P rm�El�.OeY AppOn HVHZ ! Awaroved hliYf>i SMtltl1lDOZ lewm lhemad Jbdan l7nem 1 a. 8quokFbslCesefo6quot, &quctsmooduRsSqu rt, GM9;e rquottnpad&quot OWW Faeglon 12rd1/2021 Mo Yes Yes WA 2 5764 Vertical AMaNnen Mullion 17J31/2ot8 No Yes Yes NM 1 Ce"Plrac supig SM ftbee +w+t lap siding 12/312M Yes Y« WA WA &quotCeselaCM6quot or &quatcmewoc Mt Sege Door - gQ Inrvkg w Ouhwlttg Configuration Rudedguot >bMmsarem O O CU Cn O O O O W O Ew L O 0.... ie (� - .- �'^U VJ 0— Q Q z z W J ncn m � CIO as V m mmmmm Cn -tf O W ICU O L Q C U O V VICU W Q Z Z Q J a SHEET NO. PA 1.1 —_I - I'! ' 11 1 -11 'I -61 (3) L Florida Depertrrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pesa i a 1 11srMia Florida Departnxnt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pop of I IM M/e Florida of Business & Professional Regulation Building Codes and Standards n9 Product Approval Application Detail pi 1e Florida Ds�rlmadi of Business d Professional Regulation Building Codes and Standards Product Approval Application Detail was 1 a 1 ,/6m,e > U L 0 /tQ W � O /^O = � � I..L •f�1 'tea 1 v' � }a U) e1� `V Rt O O pr_ co � 0 M � O �� " - Q .Ln —0 E w` (u cn CD � U }4 /1 I�R ♦ y > O Q Bel SrsYE Ealilta lark lark Ill Pmxom lark bed version MOAMM Cato aNdM LLUMMt immmda )WO" Ambo d AMMEmd two RsvWM 2017 James Handle SUL" Products, Ins. Pbgeharel Zhu Ronald 1. olives John Believed, P.E. 08251M17 08AYM17 051 17 10110=7 Approved casasiarr• Pahl Wets (900) 341 PE -UM (362) 381 tkmhC+leaery: Skkq pkwh.*.deNwne" Cos,Oamn Yatlrad: Evaluation Report them a dis.com Fbelda Registered Artlrbd a a Licensed Florida Proleeslauat EnOaau ammm aM A mot Aaa�Llm lm" 219M Glaj Pfod d OMades" lam.raiaiamolak W.HvNZ ! A p7 2 HrdiaPW* Lap Sidlq ow-awrram by Warp 121312020 Yes Yes WA WA Fume i 290 Eptllta late Gale IamPppaM Role bM Vmlsa Maw Go"taalo-ALIcaoM folame�ll Vagditdt YAW" d PWAeApprovedffiall Re -lob 2017 M WWWKWe and Door Sawgtr ram SLull R Lorai PE SWerr M. tbkh, PE 1a23rM17 IGM62017 10262017 1211=17 Approved Cataaory: Windows (7Tr) 3663300 PE-62514 (717) 317-8464cn swicam w.M� �.� Cmrpm--- Maeed:EvaWUMRepathorna Floras RegisteredinArchitect w •Licensed Floras P,oMslonel Engineer Approved Aaa�rU- IaMM !aft Aka.i P S In NVNi g BMlska P1MMM 2 6754 VW" Abmaerm Murton 120312018 No Yes Yes WA FL= 4H1 Side 1:WlsLt1 Mat 20 Dab .Poodba � bed Yfok[ n MMWMW 220= EMkaailateM YelOYedbt Ydddd AssaMd MCAODaat Apamyed Ali" Revisbrr 2017 POT ktdesabe Dan Ruom MlamFDede BCCO - CER NiorA dab BCCO - VAL 1210OW17 it/iY2017 12101 Approved SWICarY: ry: Mu (941)486-0100 (7B8)316,25W WbCahgorY: Muabas druak@ppadlabb.0orml CorpWin Yeied:CuiBoatlonr Mark aLWkq R1iM.N11 Produces AMt P � � ousews Oafi 1 [Mwtn 1 MUNons for AN Dome and yw,eaa. Aluminum LWO ns 05/282021 Yea Yes Yes WA p3lSa7i;�! � EWkca Galt Zak 20LEi gm 20 bat mention lam Ago" loelouclLlseoM o" V�®t Ydd" ambm d PWApp�l ApprovediYau RwMon 2017 James Holdls BUIMna Produce, Inc.elar rc. Pkq Zhu Ronald I.Ogswa tinro John Sou, P.E. 062512017 OSMOM17 0MA M17 101102017 Approval satreWgory: sldkq pbpMangslulGaertsMnr CompO PansIad: die.co 19-2927 PE-24t2t (35213874626 FaeoPaReg bmdA:hieWlbn Report pima db.com Florida ionw Ened Andrlace a •Licensed Flavin ProMebnal ErgNlest fltMlatdrmora A tM1 Aaam..lalhe Ism Gslta �!Product NO", Number or Harris p ktilQli ! lma 21" 1 CsopWk Lap SIObp 1Wrdmem lap sldkq 1211 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Pre., a / ,aorta Florida Departrrxrrt of Business & Professional Regulation Building Codes and Standards Pala t d t 14=1e Florida Depiefirtifinedim of Business & Professional Regulation Build Codes end Standards � Building �arm+e Florida DsPerfineM of Business &Professional Regulation Building Codes and Standards paw, d, 1m261a Product Approval Application DdWl Product Approval Application Detail Product Approval Application Detail Product Approval Ap plication ppNcatlon Detail p3tliAi� SdtOt iAYILn gas !ark lab. lark bps llppdae Ilaaldr� GMIeW iMlmcilama A(YOIIdffi Ye1dWd tbi FWAMMVM Aroma AMR PIA1ilr,14i Gila ERR W lark fall Zak Females Ask bed Vegan soldlmrul raw iiokrtllaMn Yale Yold" fanoW PWAoproMI App®ad Alma B t 220e 1 laic 20 Gab Pleased Gila bat Vmlsn tlsndrmve[ 2EM YaYOMd i10®Md FBCAaarod Apu®ud Alma Mat Sraat Endk a1 go 21k lafi Pandkw Rdt bed Vmme Mismisaa SmYW gawmKA.LIMMt vatidatediw Yald" Avbm d PAGdnswerval A11uma0 Alma RevWen 2017 Jwm Flardla MIAMI Produces, Inc caleewy: Panel Wab a sle0ory: Bic g Pkrgellu,0 Zhu Roma 1. opera John Gaussian, P.E (900) 349. W PE-24121 (351367.25M PbWemgslelipmeahw 08252017 01000=17 01IM21117 10110/2017 Approved Revbbn 2017 Abbe Category: Panel Weed aWCabOorY: Sloe Nick Tltoarpcon Lyndon F. Sahmitll, P.E. Ryon J. King, P.E. MM W-2380 PE43409 (013) 707-M ntigmpaoh�aWde.can 1004/M17 1006.VM17 101112017 12fl2rA17 Approved ReAskin 2017 Atslde Category: Panel West Sasecahpy; esoft lick Thompson Lyr don F. Schvi Pi Ryan J. Kip, P.E. (330) 922-2388 PE43409 (813) 767-0666 nahompsorrQptsNe.aom 100YM17 10/031 10/112017 121121 17 Approved FAVMM 2017 OAF Aa Phat Mkhael Bled Robert NWnkm John W. Knesi vid,, PE (cog) 7883411 PE -MIN W m41224 natlahr�gat.com OQW2017 0920/i 0/282017 121121 17 Approved CawPansaa Medical: EwletiOn ROW frComm,an a Redtln RoomWed Ard,bot or a LkansM Florlds Enpbew da.com Mod: Evaluation Report horn Repa Fbrlds R4giuered Arcli a a Lidnaed Florida PmbuioW Engager Compilers* &%Owt Evaluation Report from a Florida Replellred AMhMW or a Licensed Florida PmbaWW En~ Coandawas KUN..k makglaa Pmf."i. r Engineer vehation Report horn s Florida Rpbleesd Ardaad or a Licensed FloridaFloridapmbesbel Rapt awAkAMYapp1 productS9�Aiao Anonmd gtle Assigns 1e.I0lIR for Lin jmma 4)Yflkliltl& I 22Mpp P.riMm amiguiaLbRom Inn Product Yodel NunWr or Nuw 2mdkAM P� Aiarded far if- Apilrovadjor.Uss long GMIM hi mm Illfg ! � imt AMynd for If" Approved for 1n10(!S Qatslb llyllZ trod pLsbma laid¢ l7!!mt F teat rAmd gm*agm ApprovednHYM Approvedbio Dab hIAJYtZ trA .! IaMM G1Mpp LISRS 1 2 IlerdlWtsl,a Lap acenp eberprrem lap ekbq 1?l312020 Yes Yes WA WA 1 a. &quot2T8quok Scat Wm a Sold Vinyl Scat 12/312020 No Yes No WA 2 0. 8Auot1laammos Tllquok 8o8k Vim or Bold Vinyl 8da 72I312020 No Yes No NIA 1 OAF Asphak Roof BMnpin PasnOlaes nbbroed 340, laminated, 51 and 101202016 No Yes WA WA Wrldge nook ahbptss Florida DepartmMnt of Business & Professional Regulation soda 1 d+ BLddng Codes and Standards 1=18 Florida Department of Business & Professional Regulation Prge 1 di Building Codes and Standards 1ArMte Florida Deparbnwt of Business & Professional Regulation was, a, eg Building Codes and Standards ,Nora Floridaa DaParUn,nt of Business & Professional Regulation page + a i Building Codes and Standards IM Mla Product Approval Application Delall Product Approval Application Detait Product Approval Application Detall Product Approval Application Detail p9 Gi0! 1dilLp[ 2MI Ask lair GIa bat vwwm llaadaalvet galas iNOMLLL IM Y1YtladJet yd9od ttOaMd PWA®Lmd Agmved Alma l lade !` Zak 20 DM*Pmwhm 20 bed YaaM imublow fa10iM JkeIMaLLaMM YANNSAK YWIMM Aidlis" MCAMaMla Aeaaved Alma FL2 tact JAWlsLa 21M 20 Iak.PmtlM 20 bat Vmlsa Mepp4rmn[ GppkM imiNKllMM VaNdadlw YWW d AlmailM FOCA=mld Approved lima milm1s4n 2A mid or go Ask tak bee Vmkn AIMMkOW SsWMO CMkutAt.Lauaa Vandrww MOM Millalld FBCMmnd ApprofrW Alma Revision 2017 TAMKO Bre9np Produces. lac. Category: RoOft suGC4Mguy: UrdwW mart Kura Eden Zachary R. Pi Lode BM Wn (417) 02446" PE-74021 (334) 3001800 kerrt_edenOtsmko.can 10/192017 101061M17 1020W T 12/122017 Approved Wvbbn 2017 L.V. Thompson, Inc, Me Thompson ArdJtscbrol Motels Compaq (TAMCO) category: Roobq Tory CWWnsn Zachary R. Pnsat Locks Bowden (813) 2483486 PE-74021 (334) 3WlBOO 1mylapp eWrodkq.com 10/102017 IOMOM17 10W/720t7 1211211 Approved Revision 2017 LV. Tbmpaon, kb. Me Thompson ANhhodanl Me" Company (rAMOO) calla": Rooaq Tony CMnrrw, Zschsay, R. PAW Lode Bowden (813) ZO34N PE-74021 (334)300-1800 tmyQgwnMelrooMg.— 10/102077 /00`102017 1t1H72017 12JI212017 Approved Revision 2017 L.V. Thompson, be Me Thompson MdvtscWral Mars Company (TANGO) Comedy: Flooding Tory cmob r Zachary R. P" Locke Samoan (813) 248J466 PE-74021 (334) 300-1800 bny®gwmwmobg.avn 101102017 10MM017 i W172017 121121 17 Approved � sainakuzmdva CePparw Method: EwkM w ROW from ■ FtodOa ReyNsatl ranked or n Lbesaed Florida Pnobesbnr En~ aWCsteWr1: Roofle Massaalaa Mel wan kbprel Pot of the amaq System P.., is a albod: Ewbstion Reporthorn• Florida Reg sired ArWted or a Licensed Florida ProbaWW Engineer #*WW Pad dtia Rooaq 8yswn tnst w an Florida Registered Arid,6ad a a Licensed Florida PmbuWW Engineer eompsame,y". oveashRoop Aaesaabe that wan "ai Pad d tie Rsoaq System cormpaarioa Matlrotl: EvekeOon Raided from a PrulsnbnW EJrginesr or a Licensed Florida CIO lent 8 No. tbUL gmd*AM ApnslaetursladOlganbins 01A720/9 Ancrovedforlibis AMmwwd k 1A01i ! Yn I,, Use ho W Yes WA Nam W1Mgre WA g appt l�17s� ktilM ILYI"III 1 emom p;&IM&Mproducha int S Approved for Uss �� l�Alm blood � at" P— Apt gooLa� SrMIaWPaWWNaGIk A ffi!a! Approved ktaeli 9raWY.FJIaJi Use bm IMIWW AhMem 1 TAMCO FM Top Off -Ridge Wm bath Babb for 716 26 a& sts6e rod wnWstw vets bra MOM= Ya Vw N/A WA 2 TAMW Oowuad VOW 25 (p. 000W202(1 lb Yp WA .Wi 3 TAMCO OlRitbgo Red Wm war, Safe 25 ga. at$* roof vwalatsr wall btsgrued beTs 0909246 Yn Yw WA WA O Florida Department of Business & Professional Regulation Page, of 1 Fbdde Deparnurlt of Business, & Pm%ssionai Regulation Buiding Codes and Standards page, a, 116m19 Florida Department of Business & Professional Regulation Building Codes and Standards sopi /alJO,a Building Codes and Standards Product Approval Application Detail /n2019 Florida DeParbrlarlt of Business &Professional Regulation Building Codes and Standards sop., d, Dials M — Product Approval Application Datall Product Approval Application Detail Product Approval Application Detall CIO MW -Ing 1 NEWER PLAIGan4ti � Conlon - r- _ A>3.Gabs Data parw submitted FSC Approval ADole Approveda" Alog Stalls bM Yorke mmoakm aid& Goo m 11ppboLhimm xwkbbdJat 21M Ask Yaldod ABlhaild Dab PMleM laic PSC Margins Approved lima S90e 1011 VKWM mmwmb [ 298= illoklvl1lseM1 luiddr let 211t G$ DOD Panapp lark V110dd &*A d PICA M®aI Aap®atl man Revision 2017 Lorimar-, Inc Category: Roofing Mdr— Caner James L. Buckner, P.E. Steven M. Uric¢, PE (501) W-6511 PE-31242 (717) 317-8454 04109/2018 12/18/2017 04/15n018 06,12( 18 Appi—ed Side bed Ymlsa ummkohgel �.$ ran= 90*MKAMA Ydl MmM tale 20 YltldwA Alm Dab Pum.M Gild fdg.AMtad Abonaed Ida Revision 2017 LV. Thompson, tea. dba Thompson Andataceunl libi Company (Ti Celendy: PAorg MrhCatagorY: Rooae Aeoneabe Drat w an in ipr Port doe RoOAIq SyoWn Compft a Mpg": Evakoom Report from a Tony Chrbwan Zachary R. Pried Lode Bowden (813) 24644M PE•74021 (334) 30 l WO 101102017 10MOM17 10H72017 12112l1 Approved IWMm 2017 Florida Meal Products Inc. Catesidry: Rcahq Subcategory: Rooting AocaaesrMs the w so Imbprel Pat d tM Rocaq SystemwgNr Mr eed; haled or a LWwm from a Fern a Registered edmlted a a Lkenesd Florida Florae Rpbbred Clerk Jones James L Such P.E.® MkJtael John Palmer, M4) 783.8400 CKAX Engheer" P.E. derkofW .corn PE-31242 (561) 414.7557 lorlsi 10A512017 IOW2017 12112=17 Approved FLM72O2A3 Subcategory: Roofing Accessories that are an Integral Part of me Roofing System Compllanca Method: Evaluation Report from a Flotda Registerod Arch a a Llcrosed FloridaFlorltle Prdeaslmel Enginwr Products ecarterollomenco.cam Revision 2017 Sorel Roohq r kbnWKXo1M Catepmy: Roo" SweCalegery; Ropbp Tye Mektod: EvrwtM Report horn a Predud EvYuaion EMb Thomas Jammed IAPMO Unlomn Evaluation Clary W. Vessel, (5129.2288 Servim LLC. l;M) 864-0160 almjimarradilibpraLto m 10118=7 I(yDSM17 10212017 Approved M — — agivoiaLzme"aminLanuum Florida Regtslend Ardlbce a • Urensod Florida ProbuWW Endneer gmdkANNMM Anwond for UM AMoved Bar Use boom MOM EURIONHUZENWO Aga PrdeWarN Engineer a jwu AM�.lsLUse AM�Uss imam GMIm tails" feared n p# es 1 Proard Modal. Nranber or Name Deck•Alr^'DA-4 Quality Assaa ce Product Deacrtdbn Cortract Expiration Date Low Profile. Pdypropylene Plastic, Roof Vent 07/102021 Mechanically Attached to Pit Deck Awrovsd i« lies lured for Use In HVN2 Outside HVNZ No Yes Imps Resistant No 222111111 Prewure v97.5R97.5 BSNk1biP»adn� Ini 27 Vseegg Medium Pmol4e-Denver 1001I Managed jor U- Amended No for I%, IMBO 2ift Yes WA WA Awl or EM6kd2loodRion in HWHt ouimo111 i BMYw FMWM 3 3 - FLAMCO &OuoLRV 10 Ridge VoftkwL Akaelmrm Ridge Verde ter pbded move fabdnted 12/31/2020 No Yes No WA 4 TAUM Round Top Mass Vat with Bdy for Ty 26 goday rod VWMAa wed bdk ONOW2026 Yes Yes WA WA horn 0.026' AAaWrum U) L O w}� W Florida Department of Bushms & Professional Regulation Building Codes and Standards Page, or i 1 s2dta Florida Depert tent of Business & Professional Regulation Building Cotes and Standards Page Id i ,ramie Florida of Business & Professional R Deparbnalt Regulation Building Codes and Standards papa, a 1 A720 a Florida Department d Business & Professional Regulation Building Codes and Standards Pap., a, 1PJsA1a Product Approval Application Detail Product Approval Application DoWI Product Approval Application Detail pproval Application Dah1i Product Au) (D 6� f.90 bed versionllMlaamve[ iellscar traded LBaMriLIMnM YINgmum leak lark YddWd Aa.Nld 010JPOWIM Gak 1WG.Ammat Approved Alma 6 Srasd bed Verdi MaD� Entbm road AMMIKALAMnM VMI�OIN lark lark GdLEWAN lark Ydd" atti PWADDIM Aamved §M Alma B�1 296 bed Vmlsa Mapptimal iWlsta 20" FmIom&L� Ydhbdod 0c Gale Gda 2MLBulm ININ" E&M d Am A7G Do ApprovedAlma 8�11 Side bed )Boras ikmoam iWlsLg[ Commioma3LlsMM YtlkMetlBt Gild 111 Ydd" lk%MW DoLho" 21* fLGdoomVW Approved ilia � — CU CU Revision W17 Boa Recalls / MMWLNOM CaO�ry: RooMg irtbCaleOorY: Raali g Tbs Thomas Jermet NPMO UmMm Evsku*m Gary W. vmw (802) 2B9.2288 Services LLC. () 854-0100 6ama *MffNtoboroLco 101192017 IOA V2017 1021=17 Approved Rcvselm 2017 Bar Roo" r MVAWLicae Comm: Rodkq 6WCabgii Riddling Tlas Thmw Jamnsk IAPMMO u ad, m EvrbtlOA Gary W. Vesaer (802) 20-MO SsrWps I.I.C. (2D� aS4-g160 Gamble *nvreltlsboM.w 10118=17 10101 17 10212017 Approved Revision 2017 Sorel Rodq / MonWL&M SubC a le Ry: Rv aubcnlegorY. Rodkq TM Thomas JsmnsB IAPMO Unynm Evehol m Gary W. Walser (BO?] 2840 rot 8ensoas LLC. (205) 8640180 thomae.Jencm,edlsbonLce 10/18=17 f01082017 1021201T Approved Revision 2017 sort Roo" MonkeLyW cstaedey: Rsaing bomplai Thomas Joamuft IAPMO Uneorm Evakatlon Gary W. Walker (807) 280.2288 9wvbes LLC. (2p6) 864-0180 tlranse.)errcmalQDorel.ce t0r182017 10110612017 10212017 Approved O Les CoapYamw McMed: Ewlbatbn Report from a Prodkrd EVWraBorl EIII� m Cwpames Metled: EwWtla, Report Trap e Product Evrwtlor, Frilly m Compliance En Medical: E EgMrllon Rapes from ■ Product EVWaion Gntly m ComPbEva Medarb EwWtbn Repro lama ts,NRoolagras Prodkd Evaluation Fatdty m 0— BtLM94t11 ilea ProdMcft bRAWLEMaknmmmLKNIM amioLarglspM Pleased caderadders Agora" far Anwo tatty edktuM Amato oubick WAU Bubm Iamn E4 flat amebLanm Pmdud Doweled- oMaIRLOO Approved for Lin Answered for lmW 21WID ls20C11i oublawDQa bobw aaam AW gmdkA uMaM Em&sL2midnftn Agonahad for U, eMmxmfOrU- InN i lbmWD Hi Wpat tamale area Plat l3iL&494"1 lie Dint 9ooLaiapuaM Approved far Approved 1,NVMz oub*bM far III ImaM 2290 NIZ Bad" A9appin CL 28 via goo Medan Pro6b - Le" Welae, FL 101042018 No Yes WA WA 16 Sammy gill Fiat Prose - Rialb, CA 10A)i No Yes WA WA 77 Saxony 900 - Cou trylki Mergence SW* Shako, Stale, Spa Old Englih Thatch Fla Prods - Ststldon, CA 1004111 No Yes WA WA 18 Sadi Soo- CounVy Sole, She" Sapp; able Fiat Prone - Henderson, NV 10074r"s No Yes WA WA C O Saw. U Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DOUR Page, or I USIM)19 Florida Department of Busins es & Professional Regulation Building Codes and Standards Product Approval Application Detall page t a 1 lama Florida of Business & i g Codes and Standards R n Product Approval Application Detall sop., a 1 IMMla Florida abrxM Ot Business &Professional Regulation Dep Building Codes and Standards Product Approval Application Detail P.p., a , ,rar2wa CIO PLin424!fi Anglo4 it FLMI@7 m FLAISSIN141111 W lade Man Vealsa RWWW 2017 NWA MaMc Bond y r Rai IMm*dA Consider: Pipe" aubCYaaary: Roofing Ties Know N gamed igduKkib Ma Yidmlda. Themes ko Jammed t~ Unmp Evrwton dry W. VVOW (M02) 2W2268 SerAm LLC. CMS) 864-0180 tlromee.Iareretl®b..L- Galt Ante Yod" IMMMA 10'18=17 10106=17 Deb paBma gal FBI Appal Approved 10121111 Approved Ilia 220 bed Version Ravbbn Mir IlmaMMK Bond Roolbp I L%OwLUSO Category: Roaaq aubCelegorr Roo" Ties l ww 220= l i LAM Ya10Mdk Thomasmm TAJaed IAPIW w Unym Evsbedw Gary W. WaM (W 290-22M Servlon LLC. (206) 8544180 tl,awa.prme6dborsl.m 21k 21k Deb po sm Pale Yildilsd Lsialad A2f1.Apptmal AM®ftd 10/162017 10A8PMi7 10212017 Alkha Approved gads tent Version re vision 2017 riaddmeu Obbe1 Pm wcwn Products, LLC- cnsesiorN: S Storm MiCeYaory: Scam Panels, JInlsL11 Tan Robinsm WMw A. TM Jr., P.E John W. Knwvkh, PE Unr 7ke9 PE�418T (BSs) m•8224 6tRnoeYwa,lspPPaat�Wmr gat Galt Dab Pendim awma Od Er.Amm d OP/M M17 09012017 Og112017 1 Gde Aamved 12112*017 Alma Approved 299e bed VkalM Revo Revoke 2017 Mamdlme WI Gr Preseason Products. LLC. Celesidey: Shukan etaCsaeOary: Storm Panels ialsL9t S9mtd ipploaM3LfMMa YeYOesC®c Tim Robinson WoW A. Tek Jr., P.E John W. KnurAch, PE (BS1)BBB-7545 PE•M787 (964) m-0224 tlmrobMmowpeslcerr, go lark YdWWd A mbm d MOM?O61312017 lakP/maOa Ali I = A,,Md A®ad 0W11220 017 1211217 Asia Approved � Q Cwlpawrce labeled: Ewkredon Reporter a EvaMayn En" m Compliance McNed: Evaluation Rpm from ■ EYW n Entity in Florida RDOWWW err a • Licensed Florio Pfti M%U W E rede"Amhba or a Licensed FloridaCompliance Nelhod: EvaMrtim Report innt a gwm LaaaMaeM AMmaLbLum Apo um Irma Gads gmdkAnium A Ascribed farShe lama QMIM adiumBLEmgmga F J ani 19 Saxony 900 -Carmry Blain, She", abed &amid; Spa Shake Flat Proaa - Lab mores, M. 10A4AM18 inllYNi oubme No MW Reseda Yes WA PtMem WA iMt 20 Saxony 900 - Shots duo; Stela Fla Prone • Left", CA 101042018 lsllOR OUNLO& NVKZ 1lsiWaa Proemial, No Yes WA WA Alai 1 20 Gage GWanind Steel Storm PraWHVHZ Product Dnofhpom Corrugated 00var eedd Sled Storm Punk received 12212019 or not by anM adn to provide hurdproledlon. Anoka dforUse ApmvetlkcUse In ! Yes Yes A" PABI@Wd Yes tadpp P(lalat NIA 4Mt 2 24 Gage Gelvanind Slew Storm ParabReNl¢ 9MlkArt®oM CCorailed b� paled Samin�es n I=Iii or not AOaraedfor Use Managed MINIM 0whilds No for LM Alma RWO HIM HM&M Pm� Yn Yes WA CIL SHEET NO. PA 1.2 Florida Department of Business & Professional Regulation P.O.1 aI Building Codes and Standards 117,2019 Product Approval Application Detail at ...fir Daft Date Pending gel$ HAl1� ]�$yerion ManufacturerIcMIN Contact Eaineer & License validated By Validated Submitted ed FBC Aoorovrm Aooroved Status Revision 2017 AN American Shutters and Glass Mike Bod ren Frank L. Bernardo, P.E Troy Bishop, P.E. 04/10/2018 10202017 04202C18 06/122018 Approved %90 umbooK AIM � M Category: Shutters (561) 712-9882 PE-0046549 (954) 947-0880 m PanekebCallemericonshutle ory: SubcategStorls ml Revktbn 2017 RW Building Corrporan is Group Ina. Compllana Method: Evaluation Report from a rs.com Cairo ory: Structural C1NrpaYrb Florida Registered Archhect or a Licensed Florida Buboorres :Thu»Plelae Professional Engineer Evolwtlon Report hours � PLi"716MI Products kwMon EEv e� of" Proncict Model. Number or Nartw Product Description lkv DuaAeirane Aaxoved for Usa Aumve od for Use Impact g! Cornact Esdratlon Daze In HvNZ outside XVHZ gn(Btard Pressure 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Start Storm Panels 121312019 Yes Yes Yes NIA ABU 1 ITV/ BCfd/Apa FP#w Strength (H Sup; S) Florida Departm a t of Busies & Professional Regulation pop 1 of 1 Building Codes and Standards Lewis Product Approval Application WWI FA*t 3t Smile a12Mra[ gels Ron pewPPWAm 20 A= yla an llmdsawat 2ROM LmhmALaaee Y9Bdmmm iw d Aghmaled FW Arranged ARREOM aaa ReWYbn 2017 nW Boding Carpomft Group Mc. SbartLO" ICC EvWatlon Servo, LLC WMin M. Reinert. 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EM66LM96LHMMkKSLMM Product DonarbOm In HI Z OLdahk H d Z Bohm Pmmm 3 Twrbwsk rd LSL LwnkuM Strad Lumbar 03/312019 W YN WA WA ammLgdmo Florida Department of Business & Proiesalonal Regulation Btdldlg Codes and Standards Product Approval Application Detail RAMA4M Amt variable Y adeam Rmam PamraAlWOt Yaamnat WvNbn 2017 CM.MICW Comet Producb,lnc Robert Oft THUY X. HUYN14 Jan Hoy cacpiy: Sbudwo cmneorke (613) OW3707 PE-MI22 OM 586-5311 errbCeneaeq': Products IMmduoed as a Rear of pmcaevsboyahoo- NaraTaWwepy COYpias Method Evolution Rapod hen a Floras ROVMbmd Maract or a Lkeneal Ftortls Prat nWW Eno rkar, FLOI ore! contred 1 Ouaty Poem or Cannona dM Calctels Ph duct ft a sal PnMeaw CMnie Lkbls 06 Poe t or 1 1I52018 FLM"4M Ronde Ale Vamm llmld.aaot RWMM 2017 Mn4k fnduabks, ko. Cabwr. amcbm Cornporw b SubCCs%Wr. That PWp CanpUY " -1 1 Evaluation Report horn a Product Evakaan Err* B8flL-0fPa>9� aaa 1 MiSSHS Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pepe t a 1 11 116M18 galWIt 20 211E Deb Pandim gm Sea faWSEe.i.N9son Vogdobd By ymkwA agCdaW FOCAleed Ammod alma s wn Lmis ICC EvaNYtlort Sella, LLC VM M M. Ranted, PE 091102017 0" 12017 0a21,12017 Approved (647)9/641473 (407)SS1-1917 WWA400 MOKW.am gmwkAmmme Arranged for Urker AlorM dfeurthe Imur 219M EMMML2MGdRft S-&..kisrDmm.no Inds litalWE. = lisdi m Patton mom Cwmw Ph" 1213irM Yee Yes WA WA Florida Department of Business & Professional Regulation Pega / a 1 Building Codes and Standard 115ws Product Approval Application Detall !' Y Rug Ron graJPandirA 2di S209 it YaadlkdAt YWA" amdht tWemmvel Aao®ad AY David Wart ICC Evakdbn aeroke, LLC ICC Evolution Sander, 10,192017 IOII VA17 I0222017 Approved (314)861-7400 LLC. dwsd@mN.aen (205) 599400D golmolawM AaornyWdcUse ASprafW for UM IMmd Rearm ProdupiDGaGrAIM 22M%ldEiolmtlm.2111 in Hy i gaeWe Siallieleg Progress, lap. aupi higil ebanptlr Wreanartorpkm ON012023 Yes Yw WA WA Florida Department of Business & Professional Regulation Page, a, Building Codes and Standard 1/5x1e Product Approval Application Detail Rt2fn4m Smut aaa 4t gm Ron Dab Plomm I1M doe Yadm Mrotdleass: AWO M( FDC AMMIW heomnd alma Revision 2017 Mnok lrWwbiK Inc. Davy VAR ICC Evaluation Service, LLC ICC Evelradcn Sella, 1 ON W2017 10119=11 10222017 Approved ceta ki StrnWrd Componanb (314) 651-7480 U.C. aua4Yrpory: Trwe plain dwwomi. tI05) 500-"W Col perker Matlwa Evaluation Report from a Product EvskwBM Eddy RMNOLaalme ammnamcUse goo Uri tmmr Palm lnor Product fillodal. Member , Mom proami D@Wfinew IntOaM old" tlltlJi l Plant. 8 MT2" 20 ga. high strargUr those connector piMe 01/01/2023 Y" Your WA WA Florida Department of Business & Professional Regulation Peals t a 1 Building Codes and Standards IBM# Product Approval Application Detail "oo@M smaE aadtla[ 21k gm Dab Pamam Rat mm YlWaa Memo conom aarBeridkaae Yladmem MOM tomod Pa4emmyr Aaoniad am Ravlabn 2017 net &"V Corrgor»aa Group Inc. SbartLewla ICC Evaluation Sivioe, LLC VVmiq M. Rarlarl PE o$m W2o,7 0910712017 09012017 Approved Cabo": SbuWnl Conporo is (847) 9188173 (407) 681-1917 WbCYa9py: Thera Plain Yewlaoalpinetiw.com co pNrma 11 11 1 EVAOBM Report hen a Product Evakrallon EMay 19l1.tl�aPa9dltle liI1W amL,avtd hacdW A W Md6,to, m9i )gran Dmd E In WAR l81MWetm assaw mmm 2 ITW eCG/Abaa move PYla Mew COMaabr Pete 12f3l/Z022 Yes Ya WA WA t gal AoE version Nisidellax Revision 2017 ITW au906p cmvorwrde Group Inc. Cooear. Stud" Carpaanla subGkeeki Trw Pia.. 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Gulf Seam it 24 Go, Gulf Seam 12 26 Ga. 5V Crimp 13 26 Ga. 5V Crimp 14 26 Ga. 5V Crimp 15 26 Ga, Gulf Lok 16 26 Go, Gulf Lek 17 26 Ga. G.IiPBR Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Page 1 of2 Florida Department of Business & Professional Regulation Aage 2 of 2 32w2O18 Building Codes and Standards 3,28/2010 Product Approval Application Detail l nmv w - 292 220 Date Pending gat Collect Engineer & License validated By Validated Submitted FBC Apofoyat Mmoved $fazes Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10110M17 10/172017 121122017 Approved (352)498-O 78 PE-75519 (334)300-1 B00 infoCgulicoe wsupply.cen Product Dncrlodon Min 0.0328qud. 5 V Crimp Aluminum Roof Pe net over 15/32&qud; Plywood Mn 0.032&qud; Aluminum Gulf Lok i6&qua; Wide Roof Panel over 15/32&qud: Plywood 1&qua; Gulf Snap 24 Ga. 17&quot, wide Roof Panel over 15/32&qud; Plywood 1&dot: Versal.= 24ga 16.58.qud; Wide Roof Panel oror 15n2&qua: Plywood 1&quot. Versal.oc min 0328qud; Alumnum over 15/32&qua: Plywood 1.5&qud; Gulf Snap 24ga. 16&qud; Wide Roof Penal over 15323qud; Plywood 1.5&qua: VerseLoc min 24ga. 16&qud; wide Roof Panel over 15/32&qud: Plywood Min 24 Ga. 2&qua: MegeLoc 18&qud; wide Roof Panel over 15/32&qud; Plywood Mn 24 Ga. Gulf Lok 16&qua: Wide oeI 15/328quo : Plywood Mn 24 Ga. Gulf Seam 16&quo; Wide Roof Panel over 1x4 Wood Purins over 15/32&qud; Plywood Mn 24 Ga. Gulf Seem, 1 3/4&qua; Snap Lock. 188qua; Wide Roof Panel over 1532&qua; Plywood Mn 26 Ga. 5V Crimp Roof Panel over 15/328,qud; Plywood Min 26 Ga. 5V Crimp over 1532&qud; Plywood Mn 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purins user 1532&quot, Plywood Mn 26 Ga. Gulf Lok 16&qud; Wide Roof Penw over 15/32&qua; Plywood Mn 26 Ga. Gulf Lok 168quol; Wide Roof Panel over 15/32&qua; Plywood Mn 26 Ga. Gulf PBR Roof Panel over 1532&quot: Plywood sera Product Modal. Number a Name 18 28 Ge. Gu1fPBR 19 26 Ge. GuIfPBR 20 26 Ge. GulfPBR 21 26 Ge. GulfRib 22 26 Ge. Guifl ib 23 26 Ga. GulfRib Quality Assurance cpdrad ExdratlM Daze Aooravad for Use In MVHZ Approved W Use Outitls XVNZResistant Impact ggy)My Pressure 21 26 Ga. GuHRib 04/122024 No Yes N/A +N/Al 25 29 Ge. G IfRib -108.5PSF 04/122024 No Yes N/A +N/A/ 26 29 Go GulfRib -116.OPSF 04/122024 Yes Yes N/A +N/A/.-131.OPS 27 29 Ga. GulfRlb 04/122024 Yes Yes NIA +N/A/ 26 29 Ga. GulfRib -138.5PSF 04/122024 Yes Yes N/A +N/A/ -101.OPSF 04/122024 Yes Yes N/A -NIA/ -llsOPSF Search Criteria 04/122024 Yes Yes N/A +N/A/ -123.5PSF CodeverwM: 2017 04/122024 No Yes NIA +N/A/ AppilcattM Type: ALL -108.5PSF Category: ALL 04/122024 NO Yes N/A +N/A/-96 7PSF ApplicaUM Status: ALL Quality Assurance Entity Contract El(piral: ALL 04/122024 No Yes N/A +NW93.5PSF Product Description: ALL 04/122024 No Yes N/A IN/AI Approved for use outside WHZ: ALL -108.5PSF Design Pressure: ALL 04/122024 Yes Yes N/A +N/A/ Date To: ALL -156SPSF 04/122024 No Yes NIA +N/A/-131.PSF 04/122024 No Yes NIA +N/A/ -166 SPSF 04/122024 Yes Yes N/A +N/AI -161.OPSF 04/12/2024 No Yes N/A +NW-63.5PSF 04/12/2024 No Yes NIA +N/A/ -154 7PSF Product Diseadpdon Mn 26 Ga, GuIfPBR Roof Paul over 10 Wood Purlins war 1532&quot; Plywood Min 26 Ga. GuIfPBR over 15t=qua; Plywood Mien 26 Ga, GuIfPBR user 1x4 Wood Pudins war 15/32&qua; Plywood Mrs 26 Ga, GUlfRIb over 1x4 Wood Purlins; over 15/32&qua; Plywood Dan 26 Ga. GulfRib over 15/32&qud; Plywood Mn 26 Ga, GUIfRib over 15/32&qud; Plywood Mn 26 Ga, GuifRlb over 1z4 Wood Purlins over 15/32&qua; Plywood Mn 29 Ga. GutfRib over lx4 Wood Purlins over 15/328qua; Plywood Dan 29 Ga. GuIfRib over 1532&qud; Plywood Mn 29 Ge. GulfRib ever 1x4 Wood Purllns war 7116&qud; O.S.B. Dan 29 Ga. GUXRIb over 71168quol; O.S.B. FL & 11651 Product Manufacturer. ALL Subcategory: ALL Compliawe Method: ALL Product Model, Number or Name: ALL Approved for use In HVHZ: ALL Impact ResiiaM: ALL Date From: ALL Quality assurance 99MLEl ZMAEdiM (lie Approved for Use In Aooroved for Use Outside NVNZ kroact Itl3132ant Design Pressure 04/122024 Yes Yes N/A +N/A/ -151 7PSF 04/122024 Yes Yes N/A +N/A/ -154.7PSF 04/12/2024 No Yes N/A +N/A/ -151 7PSF 04/122024 No Yes N/A +N/Al -164 2PSF 04/122024 No Yes N/A -NIA/ -159.2PSF 04/122024 Yes Yes N/A +N/A/ -159.2PSF 0411212024 Yes Yes N/A +NIA/ -164.2PSF 04/122024 No Yes N/A +N/A/ -123.5PSF 04/122024 No Yes N/A +N/A/ 146.OPSF 04/122024 No Yes N/A +N/A/ -101.OPSF 04/122024 No Yes NIA -NIA/ -116.OPSF W Car%) N -Cu C U CL) CL Q O .0) Ca U N CO O cV '�^^ VJ O C O O W O CO LL O .D ccn, O O L Q E ''c^u Q U) CD C: n � CIO V U) Ila, O W CIO O L Q CU Cn U O L ICU V al c G Z Z Z Q J a_ SHEET NO. PA 1.3 w • C