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HomeMy WebLinkAbout39607 Dawson Chase Dr01 .w AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJorADJ. Adjustable AFF or A.F.F. Above Finished Floor AHUorA.H.U. Air Handler Unit ALT or ALT. 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 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 DIED or Ded. Dedicated (outlet) DIA or Dia. Diameter o, DISP or Disp. Disposal ti 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) g DW or D.W. Dishwasher EA or Ea. Each EW or E.W. Each Way ELEC or Elec. Electrical ELEV or Elev. Elevation Lo EQ Equal °, ° EXT or Ext. Exterior T3 EXP or Exp. Expansion FBC Florida Building Code FDN or Fdn. Foundation N FXD GL Fixed Glass z FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor 'C7 r� 0 J 08-20-15 1.0 LO 00 Q co Cn 0 00 /.\001001 l::&''TATA #LOP, LF9 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. Foot/ Feet FTG or Ftg. Footing 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 orHdr. Header HGT or Hgt. Height HH or H.H, Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KNVALL or KNVall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. ILL Lintel Length LT Laundry Tub MGT Management (room) MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic 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 PLT HT or Pit. Ht. Plate Height PLNT SHLF or Plt. Sh. Plant Shelf PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room REVISIONS RA or R/A or R.A. Return Air RAG or Rag. Return Air Grill RAD or Rad. Radius 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 or R/S or R&S Rod and Shelf SD or SD. Smoke Detector SQ FT or SF or S.F. Square Foot (feet) SGD Sliding Glass Door SH or Sh. Shelves SHWR or Shwr. Shower SHT Sheet St. or S.L. Side Lights SPF or S.P.F. Spruce Pine Fir SPECS or SPECS. Specifications 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 orThik'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 WOW 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 orV.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With WC or WIC or W.C. Water Closet (toilet) WA or W.A. Wedge Anchor WD or Wd Wood WDW HDR or WOW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.G. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) NEW BASE PLAN 12-08-15 2.0 FRAME -WALK REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 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 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 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 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES Imm IF= INI INI *lox I I OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR 8IfVil COMPLETE CODE INFORMATION. 2575 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. (D V zM 0 —oFff z04 ;I z Q t� z Ln (D u, � w M �V - O w `- U a 0 M Z Q? tX ,' O o N = M 00 U Y C` Q 00) � Qv B D® N�C 1(0 „���" • • N N �w U) O Vt N O M 00 V goN o z M o0oZ Z_ W U -' � o c=n ti ^o � rz7 w W a w W ¢c r CAE R Z p�/� C0 a o YI ME O I.N. Z to 0� ME LL a N¢� a W 1i1lEIF 9!/�, WWW.F . OM 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 SZ �o za fF a w UZO0 zLuC a DMZ �0EJ ao W UU w N L O 0 L _ �"U Lu Z O i Z g Z iz LU O O WLU QQQCJ "`Z °VO Q ,z �. tl V < d' L r) Z Z NG.L w<4 ¢¢<0 z WIT 9 - 00 p" Z n 7-4 J Lr)��0,� rl UJ Q L1J Zwl�z < Z ° ~ I- 00 ,--I Z o, Z o ul oo g = a LU SCALE : AS NOTED DATE : 3/29/2018 TECH: MJAM ES VERSION NO. 5 . 1 SHEET NO. C S lk LO LO CN c m v n 0 a J CO A� Co E O C0 TYP @ 2 STORY J S6 H.B. (3) 2X4 #2 SPF W/ (3)16d TOENAILS @ BASE 43'-0" T COND. COND. I J S6 �r I I I I ! IG I M� 1 I I I IUP 11.6R1 I I 1 1 1 1 ! I8 TYP @ 2 STORY o 3 4 5 7 CO FLOOR G.T. 9 I io 42" SLOPING o 10 FAM I LY ROOM HALF WALL - 11 -- M 00 � f SPF 12 - -- = I O r 8'-8" FLAT CLG. W/ L6 FLEX CARPET ° TOENAILS @ BASE 8'-8" FLAT CLG. 8'-8, T CARPET 1= qO19 G -- S3 co Cil O to CM © CV ILL o X 5-SH H4 ! T -, 2" DEEP -_--------- -_-- in 2068B.F. ---HDRATT-4' -- ENTRY r 16'-48" 3'-8" I 3'-8" 3'-6" 6'-0" " FLAT CLG. I FOYER I a b S6 U' C'31 U' r TYP @ 2 STORY OI O OI "' 8'-8" FLAT CLG. 3068 (2) #5'S O O O TILE (3) 2X4 #2 SPF W/ " "- "- ------ (3)16d TOENAILS @ W H (3) 2X4 #2 SPF W/ BASE 0 (3) 2X4 #2 SPF W/ CC (3)16d TOENAILS N ILI"' (3)16d TOENAILS S3 @ BASE iv r BASE O @------ -- --- I 0 2'-6" BUILDER TO PROVIDE I D I S3 00 i APPLIANCE PROTECTION O DINING ROOM WHEN REQUIRED PER FBC I I I PATIO 8`$CAPETLG. 2 CAR GARAGE _ I II ' 8'-8" FLAT CLG. I I I 4'4" 6-2" 6-6" 4'-8" 20'-8" I I I I I I EDGE OF SLAB 2" I 00 I I n n IL----------JI BEYOND WALL N I 0 I 11II I I 9 0 'S a -- ----- I I I N I Ill 3-6 ---J CC H I O� I I L I_ S3 I W I I I p I I _ o I X I I I I I ` � I I I '-8' FLAT C G. r` 1 I I I I I I .. I I I I I 2 68 I oil I I I 6166"85 B.F. " 1IL "- 2x6 WALL II II II REF. 24 :< PAOPT. L 0 C� ---- --- ---� -- D N iv J H.B.T S6 TYP @ 2 STORY 5'-0" 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X251 S.H. 13 20X38j 18JX37j S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 18jX71j S.H. 32 27 1/4 X 26 26 X 25 j S.H. � 33 271 /4 X 38 j N/A S.H. 434 27 4 X 50 J N/A S.H. 433 NIA 26 x 37 S.H. 434 N/A 26 x 50 S.H. 435 27 J X 63 26 X 62 1/2 S.H. J 36 27 j X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 # X 25 112 S.H. 23 37JX38j 36jX37314 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 37 J X 63 36 4 X 621/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 4 X 25 j S.H. 33 54 X 38 j 52 j X 37 j4 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 4 X 71 4 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" +29,7 / -30.8 �, +29.7 / -39.2 +28.3 / -30.8 C�D +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 OG SEE SN SHEET HC� SEE SN SHEET 14.E 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 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 I'A1" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 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 EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0V z o z8 z Q J a E3 0 (nOn' U C0 a) w •V � O w v/ N '- U m W E t- - t3 N M CD C'7 -0N S di U 00 0-, o Q co CO0o rn v Qv Nr ¢ ci A 1 B D® N CH D C � N V O M z 00 's W Z M z] Imm E-. W -m� 43 " t5 P. V -SinA= i a 4D �' 0) ca LLM W cz a ^+���� O �� • ` W.F G.CJW•• ♦. V✓`D� Q 4v To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz za- f zda �z00 Z L Ww � J L J Orou.N � o cr_ z z >o a O cal O iE UL 57 O J W Q T o00 J .n {d /8� u, z ¢ ZZ Q N Q QaW Q Z z r-1 Ef° d o !i W Ln is " o Q <t z 8~1 0 z c� 00 Z �Zo 00 Ln 00 Z � _ `^ � rn ,1 0- 1 to I in SCALE : AS NOTED DATE : 3/29/2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. 1.0 'Zr N Q 00 E 0 z Mal v ■■� I� • • STORY ' . •' Q .• • 1 - SUITE_ -•• L'd'd�, �� LOFT : • 1 CARPET CARPET 1 \ 1 I/ Is �IIEi■i■■■ . -.. A_ '��■ , CARPET Er 0D 1 11511 .1 . .. - 4068 B.F. 4068 ® ' . • . - 1 ii�■ - AI ROOF i }�� rLLI BEDROOM 3(Duji BEDROOM 1 e • 1 FLAT CLG. CARPETEGRESS ■�■�� o • • • ; '• \ir 25 -SH I 1 1 I • 1 LO cv H2 4 D2 ------Ej] 3 I D2 I Sim. w/ (5) STUDS j I TYP @ CORNERS D2 U.N.O. 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 140(1 EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS - WALL SHEATHING 15132" EXPOSURE 10R EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 j S.H. 13 20X38j 184X37j S.H. 14 20 X 50 j 18 } X 50 S.H. 15 20 X 63 18 j X 62 4 S.H. 16 20 X 72 18 4 X 714 S.H. 432 27 1/4 X 26 26 X 25 j S.H. J 33 27 1/4 X 38 j N/A S.H. 434 27 j X 50 j N/A S.H. j 33 N/A 26 x 37 S.H- j 34 N/A 26 x 50 S.H. 435 27 J X 63 26 X 62 1/2 S.H. J 36 27 j X 72 26 X 71 1/2 S.H. 22 37 j4 X 26 36 J X 25 1/2 S.H. 23 37 J X 38 j 36 4 X 37 3/4 S.H. 24 37 4 X 50 1 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 112 S.H. 26 37jX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 784 WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 J 52 4 X 37 j S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3.Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -30.8 © +29.7 / -39.2 O +28.3 / -30.8 OD +28.3 / -36.4 +26.6 / -28.0 O +26.6 / -32.2 �G SEE SN SHEET HH 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 IIIIIIIIIIIIIi111 - • 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 "All' 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. 1093 1491 2584 427 35 3046 0 LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION �R-11/R-13 KRAFT FACED (GARAGE / LIVING) s U' z_o z z� Q a Cn C h w •U 0 W F- o m r CN W ~- E3 - M M E 2-Co Cl) 0 _ C) O O N cu o � o CL rn Q o Al.,� B D® "c B O c gy...-e, N �D S M2 Z W U) H 8�2 /may ii Q U W p Co w 'V P W �6LLo �� a ci a'' Q-a(� in Z o 0 o 0 M e M LL o,ca -� W .44C . +1A4 Jry rQ O El % .F 2z ' J (� v o V/ o Or ESS\Q�f;� �,����'rJlf I1I14t11t`+°��',�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 6th Edition. Engineer's signature and seal is only for the structural engineering porlions 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 UJ a� Z U O �o2z Z �OK�J J Oho U O zz Ce 0 Z U OO N a W .9 = . Ooo 0 L a OU L / z Q Q P��2 Z a Q z �o Z M 00 7-4 z aoo m 06 = a � ,--1 a to in SCALE : AS NOTED DATE : 3/29/2018 TECH: MJAM ES VERSION NO. 5 A SHEET NO. 1.1 I KITCHEN I a a 8'-53' BATH 2 KITCHEN MIRROR O 0 O OWNER'S BATH 0 iv 0 M 0 i� KITCHEN ISLAND INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" La r0Z LO o SECTION_ N STAIR CALCULATIONS: -v TOTAL RISE = 10-0 3/4" (16) RISERS AT 7 9/16" r� PRE-ENG FLOOR JOIST W/ (2) to° TREADS w/ 1" NOSING o LAYERS OF 3/4" PLYWOOD Stairway construction shall conform to the RBC Residential 6th Edition (2017) sections R311.7, R312 J SEE PLAN FOR LANDING DEPTH FOR SOLID NAILING and R302.7. Riser height: 00 The riser height shall be not more than 7-3/4 inches. The riser shall be measured vertically between leading olo X x CONT. HANDRAIL edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by —PLY SHEATHING OVER more than 3/8 inch. LANDING ATTACHED PER ix RISERS (TYP.) Tread depth: � MIN. (3) 2X STUDS REQ'D GENERAL FLOOR The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the -o @ END OF LANDING CONSTRUCTION NOTES vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The BELOW HDR. BEAM. STANDARD (3) 2x12 greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. ' = 2x8 #2 SYP JOISTS @ LANDING I RINGERS W! SIMPSON Winders: 0 0 @ 16"O.C. w/ SIMPSON A35/USP — -- A35 CLIP TO FLOOR SYSTEM Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the MP34 OR LUS26 HANGER ON foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread 2x8 #2SYP JOISTS @LANDING depth of not less than 6 inches at any point within the clear width of the stair. O° STANDARD (3) 2x12 z 0 EA. SIDE 2x8 #2 SYP JOISTS @LANDING I @ 16" O.C. w/ SIMPSON A35 @ 16" O.C. w/ SIMPSON A35 CLIP Nosings: C) STRINGERS w/ SIMPSON z MASONRY OR WOOD WALL CLIP OR LUS26 HANGER TO I OR LUS26 HANGER EA. SIDE SEE The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 g SEE PLAN LEDGER W PLAN FOR CLG. HT. inch and not more than 1-1l4 inches shall be provided on stairways with solid risers. The greatest nosing A35/USP MP34 CLIP TO FLOOR � I U projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including SYSTEM OR LANDING FRAMING 2x8 #2 SYP (P.T. IF MANOONRY 2x12 HDR. w/ (3) 2x STUDS AT z the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. "PLYWOOD � Z WALL) CONT LEDGER w/ (3) 16d o LANDING @ EA. END FOR BEARING I w Handrails: = a NAILS 16" O.C. MAX. TO EA. o STANDARD (3) 2X12 I -J Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more (2) 2x HDR. REQ D @END OF w STUD. ((2) 1/4"X3 1/2" TITENS @ r - oo STRINGERS W/ SIMPSON A35 J U 0 cC 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 �� 16 O.C. MAX. FOR MASONRY CLIP TO HDR. I uI continuous for the full length of the flight, f C9 Zo zCN Q 13 v ZE �I EI L1 00 l m 1 DECORATIVE SHUTTER 12 5� oZ-J_F' 25SH 25SH N= (n 12 5� 12 Z:::::�5 i • � I 11 ! 11 T.O.P HGT. 1 " x 12" iv SMOOTH TEXTURED w TRIM /BAND 25 SH ------------------/--t _-2nd FIN. FLR. T.O.M. F5�-----1-- WEENWAVER-041 BIIMINIOEM (F12 FRONT ELEVATION — Al 12 ­�5 9' RIDGE VENT SCALE: 1 /4"=1'-0" d- 11 T.O.P. - HDR HGT. o Z J _ N 2 _ 2nd FIN. --------------------------------------------------------------------------------------------------------- - - FLR. T.O.M. -------- ----------------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) -----I--------------------------------I-------L--I-------------------F.FL. RIGHT ELEVATION - Al SCALE: 1/4"=V-0" CV n _100 co IN 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. _i (D V 2: C) z� Q J a C1 V� Ur +—J w •V — w T ~ to Cl)0 O m LLJ F- E r- - 8 iT C)M mvm C) O o C) �LL00 it < Yo in n. C)¢� �,gv rnQ o Al I B D® N�cJl ' N N U/ O O N O M z e, ;2 Z Wo�aoz° �. C9 a U) LL o Wj W W a�mLI:' LU V¢aP Z C mM�< q UM U) A\ cc% O O . z s b ®,,VAV/10 � O F E S S\OX \ �a '���dJll{t9110 i ;S 4 C lr ! 1 I 'V To the best of the Engineer's knowledge, info the structural plans and specifications contains ' drawings comply with the 2017 Florida Building Residential 6th Edition. Engineer s signature an the structural engineering porgons of the drewin Engineer's signature and seal. INA_i;�; 4600 W. Cypress St, Suite 200 1 Tamp www.Lennaffam a.co x" V) V Q gB BuJEL . L '"'" I z UJ li Z 5" '0 a 0 �w O o o; L.ri ~ 4 z 52ma O v O d a L / M �w N z 2 z io1 LU _J �—{ 11J 9 z 8 tii g�¢ M 57 Q w~g z 1z m 06 `.5 = uJ firn T-+ a cn s SCALE : AS NOTED DATE : 3/29/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 3.1 01 tz 2 0 z 00 M� F- T.O.P.------- HDR HGT. _------ 2nd FIN. FLR. T.O.M.------- F.FL. 12 5� 12 Z7_�5 o z _J 0 CJ CJ CJ CN fn = _- 2nd FIN. CJ / WEEP 12 CJ / WEEP FLR. ---------------------- T.O.M. ----------------------- - ------------------------- --------------------- -HDRHG ----------------- \_ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) -------------- --- ROOF TO BE - CENTERED ON DOOR REAR ELEVATION - Al SCALE: 1 /4"=V-0" ---------------------------� -- F.FL. LEFT ELEVATION - Al SCALE: 1/4"=1'-0" N ti 00 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. CD f M — o z1.0 z Q ri Ln CD v W (DIM U — O W H m N W � _ —S wo a,C7 M rca oam U < 0 �"00 NCo no Qrn Q U'>n.T obi Q o A1 B D. NCBD•C :Jt N N O M � 00 6oz Z ISNo;z z / ��C? w �S Q ' LU w c OW CU o LL LU AN w H \`\\NX S G •_ ' ' ' O '• F1. P ROFESS1O� �\ To the best of the Engineers knowledge, infonnatio ' . the structural plans and specifications contained wi drawings comply with the 2017 Florida Building Co Residential 6th Edition. Engineer's signature and se the structural engineering portions of the drawing Pi Engineer's signature and seal. b a. LENNA 4600 W. Cypress St, Suite 200 1 Tampa, F. www.LennarTampa.com k za '^ v) t— z Lu Zo O z UA P, �o?z J Q aD°D W > o m W "W�o LU W z LU Z z U) O = Z �W Lr) W � 3 ij EL 0 m L Cr &8a a:.,-J 1� Z¢ZQ Lu0 $�a z �aQzo J L0 W OR 00 Q z 4* z �, Ry o � z m 06 _ �f rn T__1 t. Ul o SCALE : AS NOTED DATE : 3/29/2018 TECH: MJAMES VERSION NO. 5al SHEET NO. 3.2 M 1 2„ 2„ iv *NOTE: FOAM TO BE USED VARIES 1" RADIUS CAP M CAP iv ONLY WHEN REQUIRED BY 1/2" RADIUS 31/2" RADIUS COMMUNITY � _ 3/4" RADIUS 4 iv oo SPECS. IF NOT, 1" 2" OPENING VARIES 2" 2" N Mla DETAIL TO BE 1° 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES Mla SIN 1 _p 1" OPENING VARIES , 12' VARIES VARIES 1 1/2" RADIUS '- 4" 34 4 4 42 MIV N - 21/2" RADIUS inll r r� - cylet VARIES 12' N 3z' 1V 1„ 1" j BASE - Cp 3" 2' 2" BASE nT 1n 1n & 4 4 %n 1r-8n n 4 I • �N 1z, *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" °' 1" -4 1'" 1" DETAIL TO BE 2,r 2„ _ BUILT W/ STUCCO. 2a EDGE OF OPENING . ' 0 1-1/2" THICK 1-1/2" THICK 101,CV SIN 2tr, 4 _ � 10" N -1st _ 51 IN C'9 " 2 N 2„ 4r, 3„ 6" 2 - 211 N J) w Q cn w _ Q M T 1 1-1/2" THICK 24 i C7 '- 2'.4" 52 1' 5 52' 3r, FBI 51„ 4 0 -N — e= ' TIT,- 412° 1" 0 VARIES VARIES 2 � w 2irr � TM i I VARIES VARIES 4" yy 8„ I I g2f zrs �'2i r--------- iv i Cv BD 3 �d g�' x 6" 4" CV N KEYSTONE F11 OPTIONAL 0 KEYSTONE F11 00 OPTIONAL m i R6 w � 2r 44r, io � 04�4_ �. '3" r > + 4" GARAGE DR. OPENING 4" 4"WINDOW OPENING 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL • LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS n ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1 s 1rr 1a" 1'-64' 14 1 12" 2'-1" 1'-4" SMOOTH FINISH •FOAM/ EPS MATERIAL IS ACCEPTED 52' 1, 12" 54„ i T-8" 7" iv L 1 „ 4" T-0" 4" r N 101, 1,�„ 101, o f2" i . CO _ � � d' � N �'> N CV O I CV co CD CM CO r 1 ,r rp,. '- 11r, 2 i 1 � 1 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM i • POLYCOAT (HARD COAT) 6 ACRYLIC SAND FINISH 1 I M O Z z J d a13 V) 0 (1)cry w .O w �V) r— o Cl) U m LU F— p _ = �, m C) N M O O N O o Ca Q m j:z co Ca. an aOdv' i Q d A, B D• N C B D c N N �w 0 M ii ooN W [h M 8 Z 1 Z z F- LU ^ m LL a LU 45 a rn N @ oCP1 m M m- z Q Uj NaM A oC3 o WWW.FDSENG.COM U co O CV M 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E NA R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz UJ z¢a fF Wa�'Q�f zoo z'�� J ,$w-luj (y J a � U8 W LL N Lu A LLJ Ln om L Z z H FF O _ 0 J¢ .� = J M LU 00zo p x W uOo0ga¢ a� V /� 1d 1 mo za�J zwCZ, J¢ ' L -2 rs Z O u* 2 Ln LLj � � J W Q 2:Mi Z va=i ¢ z o F- O Q z 00 z ZS ao Z � _ ° �0 ,-A a cn o SCALE : AS NOTED DATE : 3/29/2018 TECH: MJAMES VERSION N0. SHEET NO. F1 c a� 's 0 d 0000 n 02 w to N iz v s r` 00 2 0 S 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. INTERSY BON TERMINATIOl' NEC 14, 250.94—/ 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to lights & outlets opper to 20 amp ckts copper to WH copper to Dryer ? 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 smokelcarbon 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' if 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 FF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS 3 TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ,Q EXHAUST FAN/LIGHT COMBINATION MD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) FTq TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ^® ROUGH -IN FOR OPT. CEILING FAN v J c� 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 VtKlt- Y Mt I tK LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" r - 6 z M 0 —o zC*4 z Q a Lnn' Q) ci7 w �o �V — pw m N w E �8 0) M O 0 N �T_00 U o - o- o Qrn u,i-v rn Q d A 1� B D® N N M W Z HM�z z o w _Lop LL o u5 LU N " 'N w > rn� Cs Z 0 o 1C4A 119 UM Z 9- 2 Q N ¢ M' A W N W W W.FDSENG.com 00 0 C`V O M ti 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 Z w z fF a: W¢,: UZOJ zW0o c�DoLZ Lu Q y J N O UUj f—U zz Qa � U fZ W J N 11%/ W -d = o J LUU I.n O J ��0 auP o r �oS Ld / Q z¢z¢J N WWQ a��Ce 0,0 z &os IZ J fn ¢"D_8 LL FZ8 g 0000 Q Z o t z z goo m z4 U LU W r Z:J g ,—+ a cn a SCALE : AS NOTED DATE : 3/29/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. 4.0 n LO 0 I` 0 00 r oc3 a co CV E 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' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Po PUSH BUTTON SWITCH (OPTIONAL) [D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) P 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER owl_ ELECTRIC PANEL _MR-i DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 #14 copperto lights & outlets NEMA 1 200 AMP #12 copper to 20 amp ckts 00 #10-2 copper to WH 10 #10.3 copper to Dryer METER MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. FC...._ ...... SYSTEM LI I I I I I I I I I I UPPER ELECTRICAL PLAN SCALE: %4"=1'-0" zC) 0 zC14 z Q 01) z C9 ^V) W cn .� W c� o 0 w F_ cC5 0 o0 m N t— E C M co = N C) Q 0 N w -00 C co Jj coO 0 Q a, v CL rn Q o N C 8-D C N cC N M� gfMo a o Z � �aa oz w z ° � w U) -' �,u-o o R LU ` •10 ° w a a� W U ��LLo10 Z tZ o 75 °w Z 44"� cN UM gN N a M aA us O v U O WWW.FDSENG.COM Ii Lj 00 0 GN O M r. 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 0Z 0 Z ¢ z Q W<�� r400 I� Z U`j of 0�Z uj a z s U uj m o ♦� < l— LLJ 4 U �Z Z W N W ~ O _ � JlJ � U = ILL 0 d"T Ln ac Mai N o_0 Z r'` �Sf° Z J r-I W � cr 10 � 0<Z ram-{ IJIJ U F- ¢ M 00 ¢ Q Z gQZ z Cy Z ¢LE 0 00 ,-i a v1 s SCALE : AS NOTED DATE : 3/29/2018 TECH: M)AM ES VERSION NO. 5ol SHEET NO. 4.1 02 r70 N a E E -in ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQIN. 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 1535 1474 211 737 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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. r j C� u' %` fM 0 o Z Q z a L n 0 Q) C LUCU 0 �V — 0 w N=3 0 8P '~♦ v � N LIJ E ` E C f{3 M = 4) cn 00 ON v� omC 0 =o rn Q o D• N B c N W III O �k O O N ' Z LUM N OaO Z z N M J 0?C � Q to u.. r� cc, fzl w LU��.N a w rnLL > o a LU10 Z Q N q o o LL z a zt Q LU o H E �SE o• \.J s rr a �;'411"r� a d�<0�t` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ UZA Q Qf g w¢Wof �480 z Lu �awZ J p, LU 0 OU N W u 008 L �\ LU z un z Y U i �> z a L.L 4$ -� J z J lL O = _¢_i oa00 O ■/�� / LL_ ¢ Y U 0 LU �M Ma ' ^� w/ 00 Cr• V0 z¢z¢ N W<Q z z �Ry20: 2 w un LU i ¢ ¢ z >;�D ~ � o z M 00 z �z m O 06 z w �z aQ rn --1 0- Ul SCALE ; AS NOTED DATE : 3/29/2018 TECH: MJAM ES VERSION NO. 5ml SHEET NO. 5.0 c c r.: to N it N b s co 00 to onto r" 0 x r" 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 LU 43 -0 6 4„ TYP @ 2 J STORY S6 H.B.t 4' Na ■:............... ..... ........... . .......... . M ........... �: ..............� .....l...:■ ao T 5'-4" 16'-3" v I HVAC CHASE BASED ON I — 10'-0" I : J S6 ■ __,FLOCATION I -• -•- •- .. : ■ ,c„� _ �� INDICATES FILLED CELL w/ 3000 \I� 1 I M , �/ ; :: PSI CONC. GROUT FROM FT. TO I 00 _ I BEAM W/ (1) #5 REBAR VERT ` ` ` �; : I ` I I • • . , • • • , ABOVE SLAB TYP @ ALL PLACES I = \ N ■ ` \ I I SHOWN HOOKED FTG. DOWELS 5" ( 19b'� I 5'-416 i 1 `r' EMBED W/ 25" EXT. ABOVE SLAB r -1J f "GRADE TYP @ 2 STORY 40 STEEL" N CJ10 J I o 2'-6" 7-6" 1'-0" 0)G _� _ ; I x x S3 ` =.. I I 12NDs UP O .. W/ (3) #5'S E.W. N 00 ■ ; I I FOR A/C II TOP OF CONC./ PAVER TO BE 4" ■ : I 0'-0" BELOW FIN. FLR. v L S3 q 2'-6" x 2'-6" x 1'-0" I I PROVIDE Y2" x 9" SLOPE J S6 I RECESS FOR FRT. DOOR -3 1/2" W/ (3) #5'S E.W. TYP @2STORY r---------- — ------ cv Fr7� o F ( ) BUILDER TO PROVIDE CC 2 #5 REBAR I _ VERTICALS w/ in I MIN 3000 PSI I S3 FILLED CELL OD 7v3-1/2" N I -3 1/2" I �, WHENAPPLIAREQUIRENCE SLAB OR HERNANDONC PERIOFBC I PROVIDE 1 Y2" I 2 STORY o I RECESS FOR COUNTY ONLY I in L SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I I S3 ( MASON'S SLOPE SLAB OVER 6 MIL I I L I FOR WIDTH BA RLIERN VAPOR — — I I I I ► I STEPS AS : I CHASE REQUIRED PER TO I C? iO FIELD CONQJTIONS KITCHEN ND : I LOW WALLS I ISLAND I ( &_ SLR I I 31/2" -- - - - - - - _ II--_-- -_--- I I CJ I CD r N I I oil I Jill I 4'-11' , TiN _ I I T a n�i,� -----------� IiL Jil e S3 M r �Il 3 I I I I I Az o'.o„ I I ■: I -1 I I I °' (2) #5 REBAR CC I S3 VERTICALS w/ in co FILLED CELL I Q - 2 STORY CV RIM J S6 TYP @ 2 STORY 6'-0" 5'-0" FOUNDATION PLAN SCALE: %4 = V-0" CONTROL JOINT DETAIL SCALE: NTS -#5 CONT REINF. SEE FIND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *"Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NTS _J U �..i C9 r zQ —o Z_N z Q __j E3 f � z w •O w o �N U o0 m N W 1 — — 8 N C7 0) ca c+7 N U O O >_LL� Of cd O <Crn N c- O rn�v rn Q o A 1 B ®• B.D. =Jl c Y. N Z F 8M.Z r11 z U) u_ r'n " �5 W -"`" w W — � E la G& G. Z 0 D °� o LLZZVi��° Wa N¢M Q �, o P�P� � �t11��ISif�4'f C7 Qj = Q:� .- C F L O gROFESSIO���t'�`�. % To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 0 zo. g F- z w¢�d� oo8° zb�� �owz zo O w N w ��0 _O \// < � ZQ x z ^ �../ ZD J¢ O _ 0 U = 0 o00 0 � 0 a"6 �P .. Amy L J N zaz <¢ a g Lu z w6�2 Z 'r"I a c � W J L!� rl LV Q � 5' Z �z8 �zo o�Q oP8 �¢z 00 j z t-uUJI 9 o O l 2 J R a� rn ,-•i a cn s SCALE : AS NOTED DATE : 3/29/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 6.0 ®A- W v S r O 0 d- r. LO co Q rn L0 N -°v 0 J 00 Q «0 fl 'KING UPLIFT CONNECTION CROSS-REFERENCE 3/29/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8-8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 1 Od 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. 118 10dx1-112 HTT4 2715 5/8" ANCH. 120 10dxl.112 J HTT5 4350 3740 50ANCH.1 26 10cIA-1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 K HD B * 3130 30 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 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 LUS26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" 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 24-1Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 -10d SPT22 1 685 8-10d SP2 1 1065 605 12-1Old 1030 12-10d HCP2 1 645 555 ______+_SPT24 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 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (A) (+ 1 OR 2 PLY V�if CARRIER — 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/-6") *FASTEN EACH (8) 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, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED 4ARRIER--t FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5 4' 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.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUSS ---FLOOR TRUSS 2x4 CONT. RIBBON W/ ; (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING rFCO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" MAIN FRAMING PLAN SCALE: Y4'=V-0" 1 CD Z M _ o Z c`fly Z COX Q a Ln C.4 w � p �U — O `-'-I (!)ZD co U o� COI-- W E �8 �M M maM ngi r7i CN p` �o o , u- U 00 Q- o Qrn cn o U.)0 M Q o ' ED. N C B D C N N .w ('7 W LU g Z W �� 09 � U r� w W W > mLL L Z C:' O LL Z 'R m ,7 W N Q M A N O O O O www. .�loME4tfill go 'y co .... • ''n��•SE o" ✓ O �. U rrQ F E S MO nS�w � d1gR6E4f . 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 oa �o Lu za <¢ F z w ¢ x UZOO o0�x Q Zz J a ��L. �2� 002 z i;wwN �Lo G Z O } 8 i Z � z LL LL 4 D a � Er '00 = a �w o = JO LL Lu O O r,�i O d. J L / I_ O Q U i0 O jO�a d-Y Lam\ V / rr a zWz¢ Z W r—I W a 2 t O aWU 000 Q Z I- �¢z T I Z L a z 0 'Lr) oo z g W = o � rn ,-i a cn s SCALE : AS NOTED DATE : 3/29/2018 TECH: MJAMES VERSION NO. 5al SHEET NO. 7.0 r°• LO I Q W J tR CO 00 E 0 W CKING DRY UPLIFT CONNECTION CROSS-REFERENCE 3/29/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. a CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 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 518" ANCH.1 18 10dx1-1/2 HTT4 2715 5/8" ANCH.120 10dxl-112 J HTT5 4350 3740 5/8"ANCH.1 26 10dx1.1/2" HTT5 3225 5/8"ANCH.1(28)10dxl-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 12 - 5/8" DIA. BOLTS L H 5 * 450 5l8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 12 - 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 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S MTS16 1000 860 14 -1Od x 1 1/2" MTW16 1195 1005 1 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)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS ^X^ HTS 20 1450 1245 24-1Old X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP`2 645 555 1 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 1360 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 0R 2 PLY CARRIER rr 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+!- 6) `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH H THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER (A)~ INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NO I E: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLANT SCALE: %4" 4 4 �4 I G V M _ o Z `q pilZ z Q Cal a Z U Q) +_j wLU D('u _ 0 U— O W m W N CO =4? OON < (0 o rn o. C)Q Lo �v rnQo B D® =Jl N �O 1A g ONO W pM U) MN ODZ %+ w >�LLo C o CHc CC8¢ O Z N O N� Z U)M � Ern LUqC N ¢ M A N o 1vvN ., lb %0 "J O< C) a„ • To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z O 'R z Q a� fF ooe�a( F U Z ZCL T W z 0 0, 2 J V 00 OR20 "Mo z Lu L_ �� z > L.L. Q� 62 z d z �3 O = O U = J L(r) J LL LL W O p 0 I-- e{ } T h _/ rr Z 4 Z i J Ln w z w z ?<Z� U ¢O 0000 g 0° oo z S = uj SCALE : AS NOTED DATE : 3/29/2018 TECH: MJAMES VERSION N0. 5ol SHEET NO. 7.1 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 U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 Safe vertical load Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS iilniiiaiioic i 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B/1T FORM do GROUT SOLID (V Q o w O /5 BAR CONT. 8F12-1 B/1T 1 1 V LINTEL DETAIL SCALE = N.T.S. I Tf"C ur—gi 7lV ki IVI l F=FILLED WITH #SREBAR MIN. ATTOP (1) ALTERNATE POWERS GROUT / U = UNFILLED R=RECESSED CLEAR STEEL LINTEL a QTY. OF #5 n REBAR @ BOTTOM OF LINTEL CAVITY = c� d .M.U. #5 REBAR AT TOP Q Lu a ` n MIN. (1) REG'D ° 4 1-1/2" CLEAR 8 F 16— B/ 1 T �� oa Z a a D ,Lb d GROUTto tNOMINA QUANTITY OF a 5 REBAR AT r, _1 a U) m � " ° Q C.M.U. = — v+ WIDTH #5 REBAR AT c O BOTTOM OF ~ zrn ww w w TOP °-BOTTOM LINTEL CAVITY O'In Lu \ NOMINAL- o it ti o t HEIGHT REINFORCING PROVIDED IN g Q a Cc Z o LL o w ,ii, 7-5/8"ACTUAL LINTEL ¢ _' Ci i� D D 5 REBAR AT BOTTOM Lu a <1 n, <7° AS INDICATED 8" NOMINAL WIDTH (VARIES) c~n22 = 4 r` o 16 GAUGE POWERS MATERIALS c-i precast fntels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. � 3. grouted per ASTM Cgat a = 3" to psi slump. 4. maximum 3/8" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 5. Concrete masonry units (CMU) per ASTM C90 w/ r minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A6tGrade 1. Refer to manufacturer's specifications for installation. � Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. h 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 00 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top j see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to 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 applying the cementitiuos coating. See contractor specifications ¢ APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) N it r` 0 0 LL7 t OQ i is N b 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) STRUCTURAL SHEATHING USP MSTAM36 STRAPS EACH STUD ATTACHED PER NAILING ((1) STRAPS EACH SIDE) CENTERED SCHEDULE W/ (13) 10d NAILS & (8) Y4" TITENS OR i (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) _E STRAPS EACH SIDE) AL ob SEE PLAN T/WALL E 2x8 #2 SYP P.T. BASE PLATE *4 o W/%" EPDXY ANCHOR OR Yz' J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE 32" O.C. & 6" FROM EACH END FA W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL SCALE: 1" = 1'-0" N a 5'-10" LL O 6'-6" LL O 4'-6" LL O 5'-4" LL G O MIN. r '11 ti. i� 5'-10" LL O 5'-8" LL O 5'-8" LL 5'-8" LL O 17'-4" LL OMIN. LINTEL PLAN' SCALE: Y4"=1'-0" tl r `J r 0 V Z M _ o Z CD Z Q a Z V) 0 w �o -U — Ow v' CC5 U 39 Cl) n m w E m co N — U .1 co O o C) �c"00 00 oca^ Q tm rn Lo av rn ¢ d N �O �N�Z +� Z W z 4:MOQ c �l N W Z ua W� CL M w v ¢-E -_ Z_ o ..¢U o W U) 7eE! P! 6 0Z m E0T2 W N aa N ¢ 'C (FG is WWW. S ro < .• J O Ubo F (p ilk To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ o_ w� Z uJ WX 1P Q c F S Z .U�w �W J Cc 83 .2 OUo U.N U W L O Lu Z Zn O } U Z Z 4 �L<'a _ Z a uJ O = CL 4a >LL ooz w52r°a V ) a, \ Zwz¢ N Q¢g Z c'ow� J Q LLI z R < Z v ce OMo r-I Z R a o co Lr) 06 z . 2 J I% ¢ Z 0 T--I t1 to o SCALE : AS NOTED DATE : 3/29/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 8.0 00 :;E LO r- LO C14 00 ilp !�2 00 E 00 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 241, A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR's RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, 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 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97,1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (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 MIM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 IMM) 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 MIM) 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 ± IMM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR, 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS CONSTRUCTION: 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6TrMS 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. 1,11.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 61rMS 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 ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 11,11. 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 WEIGPT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF 2.1.4. IIST 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. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq, ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6, SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2,2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WIL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1,2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4� 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y2" GROUT FILLED MASONRY: y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTIM 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. CONCRETETYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi I C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ks! I 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 4.2.3. CRITERIA. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8"AND 19'AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA, 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C' (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): BUILDING CATEGORY = 11 3 112" MIN. THICKNESS W1 MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.C. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION, (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN T-101" 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, OF ALL EXTERIOR BUILDING CORNERS 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.1 ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI CONSTRUCTIO MINIMUM. GARAGE DOORS (V = 140 MPH) 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE"S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA 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 GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 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 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTIM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8111 SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTIM 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 Y8". 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 INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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'XBOLTS 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 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A. I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7� 3. STRUCTURAL STEEL: ASTIM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate I 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 provid6d. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigationts ,Trinkler systems including all risers and -0" of the building side wall. spray hea s shall not be installed within 1' 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-1R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra S, etc., shall be made with permanent metal or plastic forms. Permanent forms must Ee 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 befdre vapor retarder placement, retreartment is required. 9. F1BC-ReRr31m'61 'd bC nrcretxeteoyerpovf and mortar along the foundation perimeter must e \j6 e7o e a nor sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior 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 buildin%department b licensed pest control company before a certificate of occupancy will e issued. Tgeacertificate of compliance shall staw"The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. co C) CD Ln (D W 4--J LU 0 =3 V) E 0 �(D(J)Of u LLJ __ E 0 CD Cl) r W M 0 -T- aj sly C-15 �0 C0 0,C C14 C�- 33 s .2 LL CO - CO 0 le 0 tm U) 0 < C; C M U) BE; M Lu C-, -� :2 U) C? 1a 05 C, LU 3C -E 0 C� U) oc CN U) M. E Z M ca LU 4C "r LLM < cti VVW-_W,1j)W0V1 ii�,u V V I _�j CIA < R_ 0 .......... 0 F 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 06 Lu Z Z Lu < ce o� U 0 a Q� U 8 :� Z Z Lu 80�,b �H tj '@ < C/) Lj 8 Lu Z 8 0 Z Z U, 0 U ::D 0' 2� 0 Lr) ZD �86 rr '582 U 2 Lh C/) 0-g crz) < cl� Lugg<� Lu W � in < �u Ce Q� - Z E)- 0 =) 2: Z UJI Lr) Lij uj R U2 �i Uj 00 < Z ul 01- cc Z Z tu- u, 6 8 0 00 Z Uj Lu 2-L r-71 T__1 10- LO 8 1 SCALE AS NOTED DATE 3/29/2018 TECH: MJAMES VERSION No. 5ol SHEET NO. SN QD r_ L2 LO :1; ZE LO CORNER OF HOME GARAGE SIDE C 9 r.") LO �0_ !-z k00 E am 101-011 TANK -LESS W/H H C G 000 U) < 51-0" 10, STUB -OUT FOR 11 11-011 C) C:, 191 GAS METER 0 7 -1 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. 111 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'.9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 161-511 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2- X 12" @ 16" O.C, 19'-311 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-11 " (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2- X 10" @ 24" O.C. 131-0" (3) 165,d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . .. \ . . . . . . . . . . . . . . + + . . . . . . . . 2 . . . . . . . . . . . . . . . . 9 . . . . . . . . . . . &D I . . . . . . . . . . . . . . + + . . . . . . . . . . + + . . . . . . . . . . . + + + + + + '4' (TYP.) 6'-0" 6-0" ------ 7 + + + + + / + + + 4 + + + + + + + + + 4 + '"'TY + + + + + + + 4 + + 4- zL 15/32" CDX < . . . . PLYWOOD OR + + + + + + + +Z+ + + + . . . . . . . . + + I + I + 7116" OSB + + + + . . . . . . . . . . . i- + + 4 . . . . . . + + + 4 . . . . . + + . . . . . . . . . . . . . . + + -4- 4- 4- + + + + +K\+ + + + + + + + + + \-RIDGE LINE 140 MPH 0103 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�1 13 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0,012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH FOR 8d RING §-HANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 314" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x + 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 —1 FILL CELL—\ STD. 90* HOOK BOND BEAM LU STD. 900 CONT. #5 CONT. #5 BAR HOOK BAR E F I F #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR RE9D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts fr above to bearing bell STUDS SECTION @ INT. BRG- WALL N.T.S. 1/8" min.. 2" max I Small gap 2'min. " .. 4 max. Clinch nai when possible ls 1) Support back of web during nailing to prevent damage to 7i web -flange connection. 2) Block solid between joists for full length of span. Tight tit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Pl wood/OSB web stiffener 2" min, 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" . 16" 6- 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column wl loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0' require additional wall or beam below.* consideration. Check local building code for appropriate /16" details in One 10d box kor--20 areas=20 of high N sinker lateral load. nail each side at bearing. Squash block _J (2x4 minimum) Bearing wall, Versa -Lam LVL or 0 Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges . BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (1 Od) nails at 6" o.c. Required on interior walls for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or __r�l ;z t7 ­,Y� Provide adequate bearing for each lapped joist. 10d nails SECTION "—*'INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) 2K 1 L Web Stiffener Fastener Schedule Joist Bearing ocation Series Depth End I Intermediate BC15000s 9-112" 2-8d I 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BCI 6500sw - 9-1/2" 11 -7 8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60se 11 -7/8" 2-8d I 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s(T 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16d 6-16d SIMPS( w/ (22)' NAILS 1 5/81 THRU BOLT SIMPS( w/ (22) NAILS I 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 Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam 1I Joist When joists meet over wall, provide 1-13/4" minimum bearing for each. I -Joist can be offset Pit " Use 1 0dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. t 0-- D ;i -DO NO 1Y2" ROUND HOLE MAY 6 6" CUT HOLES CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT # ROUND IN LEAST 3" OF CLEARANCE MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN CANTILEVERS. FROM OTHER HOLES NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSLI 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. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 2" KNOCKOUT HOLES TURNED WITHER 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 10d nails. I ��Install tight to top flange. SLEEVE THRU STEM 4 .......... >��, SEE PLAN FOR —" �J FOUNDATION INFO 4' STEM FOUNDATION Filler block. Nail with 10-10d nails. Install tight to top flange. Backer block required where top mount hanger load exceeds 250 lbs. V1/4"-2" gap— Backer Block,_-'-�Jz= "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 stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height V requirements 7. 0.6 X Joist // I J depth D / . I —JOISTS BUCKETS N.T.S. GRADE REINF. S EE PLAN 4 I L '77A*/I- HASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. INSTALLATION (@ MID SPAN SIMPSON H10A w/ (18) 1 Od x 11/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-11 CENETERED @ PIPE PENETRATION A PVC OR SCH40 SLEEVE PLUMBING LINE A A \A A SEE FIND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION—\ PLUMBING LINE .. 11- A q, 61 1 1 Tllk� V, SEE FND. PLN. SIZE & REINF. 1H j QD 12 co 0. C> (0 _J a- 53 CZL/71 0 Q) C—/) 4--1 LU 0 -a) Ln (.n NY E 0 CR" M U An C, U-1 F= win , W M C) Co M -0 C') _r 0 �5 C14 18 I- U- 5 r� .cr OM U) M < 0 A I i— D. 0 CD. s? C> LAI LU U Z5 cL C. _S,� 10 z 0 2 U) E z 4C . a 0 LL LU %III f!*�- . WW rw A I kj V V I- 00 S E C-7) o t Q S\ F1_0 ........ *'* �1. 0 1- E S S, % 0 N\N 00N '1�1(1111mktl To the best of the Engineers knowledge, information and belief, wi I the structural plans and specifications contained thnthese 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 �3 0 Z 0 Lu IED ZZ 8 Uzi 8� _J LU 0 co L_ 0�- Lu z 0 z z 2: < 2: Mr z _J W un Z:) M 5< 1� OZ CC Lu Ln C/) g Z<nn� w W, u! < Z Z 0 S-) Ln U-1 < < z < uJ u-25 MZ8 U z 00 ­4 Z 0 z U-1 T SCALE AS NOTED DATE 3/29/2018 TECH: MIAMES VERSION NO 5ol SHEET NO. SIN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 1 (TYP7) VARIE R� I S INS 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ " 0 CEILING & 8'70.6CIWALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL-j NAILER STD. 91THOOK (SEE DETAIL 2x#2SPFSTUDS - @ 16" O.C. W1 (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE 11 (#30) (2) #5 CONT. ON�T' UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 L (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. I� I �E WFEJ PRE ENGINEERED WOOD 1=1 H�, :I, WI 1;1 =1 -I TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. !� 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH co . Is - �. . P�. - .. . k- r-1 ) " /I NU00 k,-Jr-r- UrLIr I OtMCU.) VV/ 8" METAL PL. UNDER EA. TRUSS /;:,--MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL VV/UU I UFLIt- I ( GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESJIJ­� SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP A EDGE E A LUMINUM FASCIA 2 �LN.O. 2x SUB FASCIA �­SEE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT SEE CC/S3 ORHOR--\,,�, G/S3 FOR ANC C.M.U. TYPICAL BOLTINFO. 1----�-8" (IF NO UP LIFT ON -,--TYPE 'IS" MORTAR WALL SEE GG/S3) FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD--��- (1) #5 VERT. IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 1z 3 1/4" BASEBOARD PORT AT EACH 7; FILLED CELL TYPICAL 1> MIN. 2500 PSI CONC. SLAB m AT GARAGE CONTRACTOR �2 X�I MIN PSI MAY VARY PER TO CUT BLOCK OR POUR I 00 MUNICIPALITY. CURB DUE TO SLOPE F3 CONCRETE SLAB W/ 6X6 CL NOTE:EXTEND ZE W1.4XW1.4 WWF OR DECO FINISH 4" to 6" .0 "FIBERMESH" BELOW GRADE A 00 0? 6 MIL VAPOR/ CD BARRIER 4 C4 COMP. SOIL. Z , �0 00 (COMPACTED TO 95% ?I LO ::: -H MODIFIED PROCTOR ASTM D1557) 3" MIN.CLR. (2) #5 REBAR CONT .--// ON 3" CHAIRS TYP. 1'41 STD. 90 HOOK (SEE U.N.C. DETAIL) TYPICAL WALL SECTION rA 0 3:-- SCALE: 3/4" = V-0" E OPT: DEPRESS SLAB 5 Y2" �21 DEEP AND 6" BEYOND - 2 E DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-n '1052i I BLOCK WALL BEYOND 14`1 z 0 H D RECESS 4" 4 SEE A/S3 OR J/S6 ILUIP. =1141p, 5WT FOR REINF. INFO. L 3" MIN, CLEARANCE 1- 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 118" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. *SIMPSON SP1 w/ (10) 1 Od NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE: 3/4"=1'-0" S3 7PF b;7,_4- - -R\ ---� -b;;d b;zf- -, -4 -v- -+5:zd - 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 112" 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 (U.N.O.) (OR %" GYP. TYPE "X"@ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x1 6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ T 'X T B E R L, A, jRO0@M SE CC (1 0 STI (12) 10d NAILS __----2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x`12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-13". ]IF SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xl O'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD IISIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"' x 10" "J" BOLT @ 24"O.C. W/ IMPSON SP1 w/(10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"Ox3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0!-0" (ALT: 1/2"x12" TITEN HD @ 24:I'O.C. x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE OIL OR 5/8"xl O'WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 A. F. O.C.) 2vv WWF OR FIBERMESH ATTACHMENTS 21 WWF OR FIBERMESH I D 2 f-� E 7, 3 1/2" MIN. 31/2" MIN. 4 z 4 ELEV. 4-3 1/2" 4 4 X L 4 A F.F. NT� A L L F-7 4 111.- -fit Ll ;/2"(min 2x4 CO 4 44 00 A CN 41 gpF= ........ < 4 co /2 rn . in . In 4 4 OPP (31 .4 GARAGE DEPTH VARIES -11 V F1 t: 1: 1 4 4 4 (2) #5 CONT. (2) #5 CONT. f 44- 4" V-41' 8" U.N.O. MIN. U.N.O. MIN. -GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP @ SHEARWALL rc-�� TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" �,_S3 SCALE: 3/4"=V-0" /-2xS.P.F.ST DS 16"O.C. ­4 2x STU D 8" C.M..0 Vx P.T. STUD #5 VERT. IN FILLED CELL 04 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 04 ,,-2x P.T. PLATE �ASSUMED FINISHED GRADE 00 I> I> > 04 Ill M H11 1111 1' - I 1 1-1 1 1�L,-ITTTLI �11 FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �S3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"-_-, A 4 GRADE 00 r--=l Mi I I_- I --�l I [=-i 4=1 1 & (1) #5 REBAR w/ OPT. F, A41 FIRW-1 9-FIL-11 I 1=1 ITIVIII =-,V I=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" � S3 BLOCK WALL BEYOND EXPANSION JOINT� - 13" --1 r-O.H.D. RECESS 4' C0 -4" A 4" SEEA1S30RJ/S6` -1 L91 --I, � fl-1,11 1-miij UIP, FtLl F FOR REINF. INFO. 13" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W1 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E 6 MIL VAPOR BARRIEff I> .*T I> 2x STUDS @ 16" O/C 0 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW-90 AOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #1 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy-- 40ksi FINISH GRADE 25" MIN. LAP (30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] R 17/8" #5 REINFORCING BAR it.r. I APSPI IrF= COMP. SOIL. (COMPACTED TO �j 95% MODIFIED PROCTOR ASTM D1557) S, F! � �11:41 B I 41' TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALA� ,&,0'-0 4 .1 INTERIOR -3 1/2" 4 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12' O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETES 0? ce) 6MILVAPOR BARRIER � 4tv 14" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE ��-1/2" GYPSUM WALLBOARD U.N.C. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6 x 6 W1.4 x W1.4 �WWF OR FIBERMESH CIO 4 A S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE )R SPACE ANCH I OR BOLTS 6" MAX FROM END OF 2" x PLATE Uj U.1 0 CL CL LU LU U) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. 15 V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE, 5/8"DIA. EXPANSION BOLT @24 1' O.C. W/ T' EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) G E 6 x 6 W1.4 x W1.4 Q WWF OR FIBERMESH 9 14111 I= I My �111= L 11 (2) #5 CONT.--f I -=[I 11 =11 - I ON 3" CHAIRS 1-rvp 1 11-4" 8" - I �1� I :::=7,, I ­xxx xx,� \xx/ xxx/ I "-#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F� WALL W/ UPLIFT rG SCALE: N.T.S. �3 SCALE: 3/4"=V-0" �3 VARIES SEE PLAN 11/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS CO AT 24" O.C. MAX. x SEE PLAN FOR CONNECTION INFO 4 4 TOP OF BEAM 'V & LAYOUT DESIGN �z A A SEE ROOF PLAN 00 A A 7 (2) HTS20 FOR STRUCTURAL BEAM SIZE & .4 CONNPrTION INFO -4 I I - . - - 1; /--�W T. TE LA P 2x4 #2 SYP P.T. FRAMING w/ 11 SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 9 0 z 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION 6x6 P.T. #2 SYP SLAB INFORMATION. Uj UJ LU ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE wl 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL L MAT REINFORCING. SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS 009 2 GRADE 4 --_I �-1 FILLED SOLID (SEE PLAN FOR I I 1�­ < - 4 SIZE AND REINFORCEMENT) LU E� 0- TJ L-1 Uj U BRICK PAVERS or SLAB PER 8 U-1 LU U) 00 4 z 0'-0" FIN. FLR.jh, /:7co' MMUNITY SPECS 4 C-0 rr I 1=1 V11T.1 I M I 1=1 - 1.-, -1 11 -1 FOOTING -11111 U =111=11=� BEYOND PAD REINFORCEMENT-] EARANCE .4& SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONIC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING /C0'�D12 PATIO COLUMN FTG. DETAIL �N SCALE; 3/4"= V-0` SCALE: N.T.S. 1\ �3 0 �2 C:) V) 0 (3) C-f> 4--J U-j LLJ Qp Ln V) E cli LLJ E - cm 0 C14 u W c-- 85 45 -00 < 0 CC j:z, Cf.) -a. 01 A I I 81D.1 N-B-D C '� 1.*1 0 E; CS, a; LU g:2 ICA 1- la, = ED L,­ LU -E - , a .:§ z 0 Z E LAW UJ -A, 6v F- LO W/�, "O`FESSIC`Xk�� 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 Z ; 0 ce U.1 Zg Z < C.0 0: EL LU 00, 16 (Ju or- 0 cl� of UZI Z LU C) Lu < (n Z Z cul Z z 06 :z 0 0 Z < U -17 < Cl .9 C! CZ) Ln 2: ZD 00 tr Lr) 0 ur- 0 < r-, LL Z < < Z & 2 LU Lr) UJI LU 2: < It =5 Z 0, 1�1 V Lu 00 < Z z Q� < 0 T-q Lr) Z t7u V) a Z 0 co 0 06 1<� Uj X: ZM <- V-4 a- V) A SCALE AS NOTED DATE 3/29/2018 TECH: MIAMES VERSION No. 5ol SHEErNO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA, EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 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 INTERIOR EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 2 1/4" WALL 'v NF� M �� E L 'LCEN E OF BLOCK WALL I BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE 7-1 Z� TO BLOCKING OF/2x --(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. � �4 12 SEE TYPICAL WALL SECTION 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 W1 STUDS @ 16- O.C. W/ SIMPSON SP2 W/ (12) 10d (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D __�2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3) 1 Od NAI S'. I, 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 §D_ 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 r- 5/8" x 10" "J" BOLT @ 24" O/C MAX LO W/ 8" EMBEDMENT r1_j �2 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. LO AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. CD K) 00 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL E K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE co GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALINOTES SLOPE FORWARD---- Ev FOR DRAINAGE DIMENSIONS SEE PLAN FOR FOOTING GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. Cn CL_ TO DRAIN EXTERIO WALL rA R WALL CLEAN -OUT SCALE: N.T.S. 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSEBELOW. EVERY THIRD (31RD) COARSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW rB MASONRYLAYOUT rD SCALE: N. T.S. 7 5/8" 8" 7 5181, 8" 7 5/8" 8" KNOCK -OUT_ NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 \ FOR CONCRETE PLACEMENT 8" STD. WHOOK 8` LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION I= NOTES: (DFILL 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6-101" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2X6 MOUNTING BASE < M \OMMEMEM I 10MMIN, > 0 FORM CREATES CONCRETE RECESS TO 2X4 NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL GARAGE DOOR-----. 8x8x16 C.M.U. GARAGE DOOR ROLLER '11� CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF 7, GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK 4 'BOTTOM OF POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED MOUNTING B BLOCK WALL. RECESSED SPACE G ARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 410V 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 11/2" AT EA STUD (USE SP6 FOR 2XIS WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET -W-1 M-0- U, j, Nii, A IN G L E FOP ARAGE 0OR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER] UCK TYPICAL GARAGE DOOR B SCALE: N.T.S. 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 1f - 41 (1) (2) (1) (2) (1)LSTA30 4'- 9f (2) I (3) (2) (1) LSTA30 91-16 (3) (4) (2) (4) - (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT jREOVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED VIER NOT R WITH, SEE F1 QUI @ 12" O/C EACH FACE OR @ 12" O/C FOR 2"xl 0" OR 3-ROWS 12d NAILS STAGGERED GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE '-'--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL SCALE: N.T.S. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" 0 C. A 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUI RED SI%S'ON SP2 w/ (12) 10d NAIL AT EACH STUD RUSS BOTTOM CHORD OR 2x4 FBLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C —7 BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2x TOP PLAT V2-16d 2X4 PT STUDS @ 16" 0. C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 W/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) W/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOFTRUSS I SEE A/83 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"XI 6" K. 0. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--` W1 STD. 90' HOOK IN K.O. BLOCK tt_ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL vvZ/8"AO" "J" BOLT @ 2 4'� M A X. 20. PC� MIN BOTTOM PLATE S /-Z ECTION P :-�r \--simps6N SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl MORE PSPN516Z w/ (12) 16d NAILS O.C. (14 TOP 2 ROWS 10d@3' SPLICE NAILS TOTAL) EA. SIDE OF 4,9,, SPLICE STAGGERED Z 'I vvo �ICE. NAIUL To- S SPLICE S7 Ik/ (1� �v _10d @ 8" O/C TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/"'j SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) HTT4 wl (18) 10d NAILS (3610# SPF) HTT5 w/ (26) 1 Od NAILS (4670# SPF) DTT2Z wl (8) 1/4" x 11/2" SDS (1835# SPF) HDU2-SDS2.5 w/ (6) 114" x 2 1/2" SDS (2215# SPF) HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS (3285# SPF) F HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) ===J a HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (5665# SPF) HDU1 1-SDS2.5 wl (30) 1/4" x 2 1/2" SDS (6865# SPF) * 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT ATTACH ALL * FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & W/ (4) 16d TOENAILS NUT TO YbP PLATE * FOR HDU8 USE 718" DIA. x 12" EPDXIED A.T.R. NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC) MIN. 8" EMBEDMENT W/ WASHER & NUT OVER STUD * FOR HDU1 1 USE 1" DIA, x 12" EPDXIEDA.T.R. AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT W/ WASHER & NUT TOP PLATE SPLICE DETAIL HTT HDU TENSION TIE SCALE: N.T.S. � �S4 SCALE: NTS ���4 F= 2240 LBS SIMPSON 'P.T. , ATE SIMPSON SP4 SP2 SIMPSON S k-1 SIMPSON Spi SIMPSON- SP4 __ 1 0( ST J-1 M. TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING SIMPSON SP4 4 P.T. BOTTOM TTE ' SIMPSON SIMPSON SP4 SP2 -NAILED INTO TRANSOM FRAMING SIMPSON - Spi SIMPSON RECESS SIMPSON� SP4 LINTEL SP4 P4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. �x 2X P.T. PLATE B �5�/xl 0-J- AX. BOLT @ 24" O.C. M C (MIN. (2) PER BOTTOM P1 ATE) SIMPSON SP4 " — C ROOF TRUSS ABOVE F 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-O" O.C. -MASONRY WALL 10d NAILS@ 4 A --- 1 Od NAILS @ 6" O.C. ----- STAGGERED STAGGERED 0 0 TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD SHEATHING O/C BOUNDARIES 6" OIC EDGES 10 & 8" O/C FIELD I - e 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"X1 0" J-BOLTS @ 24" O.C. SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW 0- MAX. (MIN. (2) PER BOTTOM 4 4 1 F_ 2X8 P.T. BOTTOM PLATE I I 5/8"A 0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) A ERNATE: 5/8" DIA. ATIR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. v C) ;z Cz (D C/:0 Uj Z 0 LU V) E 0 in LU E as (D M" C" co r (am ou -0 M a) - U_ 00 t5 - 00 0 ca Ae 0 0) Ae fz, W CL c:, Lo M< cil QL I D. a D. N, 1, 1,D, I to U) BE; q C� In U) Z co 1% LU 15 -E OL 1101z 0 Cf-U th I s U) M LU [3 El v IN S ._..j?01 4 E S S I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N fMAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ Lu z< C� x U480 E 0 0 0� x z 'U:� < D z I- z pw _j Lu N M!j Q elo� 01- L_ < z > zz z 43: Z) C: z 2: 2: 0 U U) _j W. 1� R OZ Ln < r he r- <85 I.— Uj Rge - Ln M or- - < oz;� Lu�2<� - ce- < gLu 2: � 9 :7 z T_q ow S 2: V, C,2 Lij L�j j5 :c 00 2: < < z �'o Wz -I z t < C), z M 0 L? 00 z Uj V) _j �z < Lu 2: r-) T--i (n SCALE AS NOTED DATE 3/29/2018 TECH: MIAMES VERSION IN 0' 5ol SHEET NO. S4 BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J SEESTRUCTURAL ON SHEET S5 FOR X-BRACING, AND TOP NOTES AND NAILING SCHEDULE FOR CHORD BLOCKING �D co ;0 SHEATHING DETAIL INFORMATION _11 2 2"x4" CROSS BRACE � 1/4" I � APPROX. 8" FROM WOOD TRUSSES bo 00 RIDGE FASTENED AT 2X4 RAT RUN BRACING EACH JOINT W/ (2) 0. AT 24" O,C. ON TOP OF 10d & (2) 10d TOE ivlj� BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 40� ATTACHED W/ 2 -16d 2X4 PANEL BLOCKING @ 48" O/C FOR THE AT EA. TRUSS JOINT 1 g2 (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAM I NATIONS W/ (2) ROWS OF FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. OIC W/ (2) 16d (D = 0.148", L = 3') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & 2X4 BLOCKING @ 24' TOENAILS @ EA. END NOTES: BOTTOM ATTACHED r 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON HlOAW/(18) SIMPSON SP4 w/ (6) 10d x 1 Od x 112" AT EA, -- 1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES - SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 24' ELEVATIONS) �tE OF TRUSSES @ EDGES OF SHEATHING TYPICAL TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2) 1 Od & (2) 1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2) 10d TOE 2xFRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING ,,,-112" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12"O.C. FIELD END TYP. TOP & DqI I (2) 16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 PANEL BLOCKING o) a R,, O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 112" AT EA OUTLOOKER (2) 16d NAILS 2x4 OUTLOOKER @ 24" O/C TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGESOF SHEATHING TYP. AT LEAST 90% OF WEB -1" BRACE TO EXTEND LENGTH (SEE TABLE) r--GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Old NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL 3 BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2� MAX. SIMPSON HGA1 OKT wl (4) 1/4"xl 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 114"x3" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SIMPSON SP2 w/ (12) 1 Od 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP P TE CHORD SLOPE OF ADJACENT TRUSS) ?— STUD WALL (SEE TY SEC SECTION SECTION r4 SCALE: N.T.S. SCALE: N.T.S. 1\15� SIMPSON H1 OA w/ (18) 1 Od x 112" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" OIC F x TOPCORD Nrl BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF 24" MAX. SHEATHING TYP. L" BRACE TO EXTEND AT LEAST 90% OF WEB /r-GABLE TRUSS / 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED (2) 16d NAILS W/ 1 Od NAILS @ 6" O.C. O.C. FIELD JACK TRUSS /-SEE PLAN FOR K r! 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL-J L 2x4 BLOCKING W/ BLOCKING, FASTEN WITH 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATI N 0 B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION r9 (0�8� ADDITIONAL INFORMATION. SCALE: N.T.S. 5 SCALE: N.T.S. S C) SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD---�— OR BLOCKING F FIRST FOUR TOENAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER @ 24" O.C. BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H 1 OA w/ (18) BACKNAI L w/ (2) 16d NAILS 211x4" SEE STRUCTURAL NOTES - 1 Od x 112" AT EA. OUTLOOKER OUTILOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWSOF 45' 1 24" MAX. TOP CORD BLOCKING 45** 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H 1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2) 1 Od 3" EDGES OF 2x4 CRO S BRACE F1 Od x 112" @EA. 1 (' ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOO OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. K/E R 2X4 KICKER 2x8 SYP#2 1" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d :X4K C. @ V-0" O/C. @ F_0�0? EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. AB E TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 112" CDX PLYWOOD OR EACH JOINT W/ (2) 1 Od ----FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ ov 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 112" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD wl 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON T6P OF PANEL BI OCKIKIG'�' WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 1 Odx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL "J" NOTCH 1" BRACE HERE MOISTURE BARRIER 5/8" x 10" BOLT @ 48" O.C. 76'-0" WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 wl (8) 1 Odxl 1/2" NAILS AT INSTALLED PER MANUF. PLATE SPLICES W/ 3116"x2" 0 PLATE WASHER PSON HETA20 wl (8) O.C. MAX W/ MIN, 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER I 0dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X2 1/4' TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) W/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. � �5 SCALE: N.T.S. TITEN ON OUTSIDE SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU MINIMUM 2X CROSS BRACING LO (SEE PLAN FOR rl- LO LOCATIONS) P, 31� (2) 16d PER JOINT 0 3 CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 �0_ LO CROSS BRACING DETAIL 00 12 6 — > 6.9 MAX. E 0 SCALE: N.T.S. S5 S5 2'x4" OUTLOOKER @ 24" O.C. W/ (2) 1 Old PER JOINT ILI 10dX3"O/C@_/j 2"x TOENA 6"O/C 6d RU W/ (2) 1 TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL GABLE TRUSS 1" BRACE W/ 1 Old @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 SCALE: N.T.S. '-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING I`Kt-tNLflNttKtU—\ WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP '-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. M S5 1" BRACE W1 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ WOOD TRUSSES 24" OIC (TYP) v 14 v W -1-, x 3" AT N-BRACING W/ (3) 1 Od EACH CONN. @ 24" O/C SIMPSON HGAM1 OKTA W/ (4) MOISTURE BARRIER 1/4"X1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" \-BOND BEAM TITEN TO CMU MASONRY WALL 7�1:�ARCHITECTURAL FINISH 1] EXT. WALL CONN. fi-b NON - LOAD BEARING LOCATIOM (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. — SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N. 0.) 1" BRACE 2"x6" (U,N.O,) 1" BRACE 24" 0'0" - T-O" T-O" - 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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4-xT'SDS SCREWS TO PLATES (TYP.) -UU114 1. Dr-Mril NU GABLE END BRACING DETAIL SCALE: 314'�--V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING-",,, 2x4 "T"BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4' O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL SCALE: N.T.S. 2x4 "T"BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0. TYPICAL W' :4� GABLE TRUSS WEB SINGLE 1" BRACING DETAIL//' 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS 4� TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T"' BRACE �- �7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX 'WBRACE SEE DIET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T" 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 /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING Q 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 01 U) Ln LU r-) U 0 U-1 V) C_� V) E I ,, CMN E 8 (D tM M C W C_) FR -0 co qj O'c " 2 C> 2 a) = U_ 00 t5 - co 0 2 li:�- 0 Im W ZP43 Lo 0 q. Q. M < Ci ALI BID. C14 U) 8 10 6:2 Lu r'4 Z6 _5 la . CL-0 U- 6 LIA 10 z � 0 #A E z M:9 '.T< ;z LL1 IR M CD U R WWW.FDSE i.QQM. U rp'o 1% yv < e\e LO a 'ii�o F Ess� "o' �/ I I To the best of the Engineers knowledge, !;formation 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, LE N NAR 4600 W Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 15 OZ 0 LU z g W � 00 Z Lu Uz 1z 0 Lu Z O-W Se U w co�i@ 8'L'U co zz 0 U > F1111 j z Z� z < -�i: LLJ 0 M � z< z U 9 8� - R ZO 89 1'- se r- U5 < Ln L= z LU < l'- 0 Z Z -0 2, 20: LU Ln L�j �'c Lou ;5 8 LU 0 00 < z z <0 N z L? z LQ 0 z R 0 00 LU 3: z ul rn __1 .0- U1) SCALE AS NOTED DATE 3/29/2018 TECH: MJAMES VERSION NO, 5ol SHEET NO. S5 §� F3 <D CD 15. 00 00 E (1) LAYER TYPE 11 (430) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" URRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROO SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATION- 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2X SUB FASCIA BOARD PER CODE W1 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2X S.P.F. TOP PLATE -V .— 1X2 NAILER LU PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS LU LLI = W/ (4) 16d TOENAILS TO TOP PLATE 0 Ito 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. —1 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER -j METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od LU 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 @ 6-1 O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 rI3-""'Y �R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ I FOAM, DRAFTSTOPPING SHALL DIVIDE THE CONCEA �,��S 6� SPACE INTO APPROX. EQUAL AREAS. lEoo- I FLOOR SYSTEM 7)fE T Al ETAL SEAT R PLAN 0 17, OR FE OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 NOOK (SEE DETAIL) 1/2" GYP WB 8"X8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W /1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO 60170M OF BAND JOIST TYPICAL SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO STUD & (8) 1 Od x 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------- M", �1 1, *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL' N� I N, "JA SIMPSON LSTA24 STRAP W/ (8) 10 x 1 1/2" NAILS TO STUD & (8) 1 Od 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. SCALE: N.T.S. SCALE: N.T.S SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER O.C. XE W/ )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. 711 CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 E S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 471) LU 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL 1 x WD FURRING @ 24" O.0 LU (n AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD LO TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER MUNICIPALITY NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 410 6" BELOW GRADE @ 4" O/C, 2 ROWS STAGGERED 4 A H GRADE 00 FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 6x6 W1.4xW1 4 I— = 00 A' A' 'A 4 1.- 1 , . .. : Dlcl- I SEE FRAMING " PLAN WEEP SCREED INSTALLED PER MANUF. I 'A 4 CD z WWF OR FIBERMESH -TTI=—=l I I— I 7- 2"X4" CROSS BRACE @ 48" SIMPSON HETA20 W1 (8) 1 Odxl 1/2" = . I .. I - STD. 90 "HOOK O/C FOR THE 1 ST Z-O" OF NAILS @ 24" O.C. INTO TRUSS I I (3) # 5 REBAR ON 3"CH IR (SEE DETAIL) END WALL W/ (2)1 0dx3" @ EA. BLO KING & MIN. 4" EMBEDMENT W/3" MIN. CLEARANCE END INTO 2"x4" BLOCKING IN KO BLOCK TYP 2-STORY WALL SECTION SEE DETAIL 2/D2 FOR MORE INFORMATION SCALE: 3/4"=V-0" 2ND FLOOR FRAME CONNECTION le'- �R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIE ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B oil @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V- \,i,�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. B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) 0� SCALE: 1 1/2"=V-131" "6 NOTE: S L EE TYPICAL WAL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID -2E HGT. FOR WALL HGT. 15 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE . .4. . . . . .. 4 'd A . SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 518"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#.) 6x6W1 .4 x W1A WWF OR FIBERMESH I . . . 4 I-1L:1"—T.I 1 (3) #5 CONT. ON 3" frT71—"-rT71---T1T F71-4711V CHAIR W/ 3" MIN. 8" 1 =811 CLEARANCE INTERIOR 2-STORY FRAME SECTION KS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. k\,,_S6 15132" OSB EXPOSURE 1 SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET (2)- 2x TOP PLATE BEYOND I B EXPOSUREI Lu SHEATHING Lu = OLID2x (n BLOCKING @ ALL 6-1� SHEATHING 0 EDGES (SEE OPENING [Z_] III SECTION X-X) --1 W IL 0 C —x El iE 41 11, 4 —X —1-0 % �2x STUDS LLIUJ B EYOND. SEE PLAN FLOOR SYST I I Qv IMI I \�-2;4 P.T. BAS E 2x RIBBON OR VERTICAL \—&JHORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. 2 2 5 FT. 4 FT. 5 FT. 4 FT. 2 4 FT. 7// (�) 4 FT. 4 FT. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS TIB 10d NAILS @ 81, O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING ZONE DIAGRAM R REQUIRED CONNECTIONS 0 LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) 0 Lu ZONE 1: 8d RING SHANK NAILS @ 6'O.C. ON EDGE AND 6" O,C IN FIELD ;L4 ZONE 2:8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 611 OC IN FIELD z ZONE 3 8d RING SHANK NAILS @ 4- O.C. ON EDGE AND 4" O.0 IN FIELD 0 (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING , LL SHANK NAILS) 0 Lu 3: NOTE: U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD -; 0 � Lu 2 (TILE) OR 7116" OSB MIN. (SHINGLES) SPAN RATED 24116 uj :D �- 0 U. SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH �x- r 8 F tl�0 0 C) PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO � (1) M Z) z u- STUD AND OR BLOCKING AT ALL EDGES. w 0 0 C"LU LL ct z- , A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES PENETRATE SURFACE MORE THAN 1/8" AND END JOINTS TO ALLOW FOR EXPANSIONS, FASTENERS SHALL NOT 3/8" Is" = NAIL 318" SPACING S 3/4" S 1/2" 112" 1 mg-- I * . . S 1/2" 4i;4 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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 @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL (D SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER MEMBER IF GABLE END W/ 8d COMMON NAILS @ 4" O.C. @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OTE: 8d NAILS FORWALL SHEATHING MUST BE MIN.131" X2112" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W1 (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W1 (4) 8d NAILS (2) 8d NAILS @ 3" O.C. WALL SHEATHING INSTALL. rc & NAILING SCHED. 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" OIC FOR 2"xl 0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS # EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS e OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE W/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS (2) ROWS OF 2X BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.0 W/ 2"DIA x 3/16" PLATE WASHER'(MIN. SHEAR 3500#. MIN. TYPICAL TEN81ON 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6X6 W1.4xW1.4 WWF OR FIBERMESH ... — .. I . 4 A_ A� A I JEJ I JEE1 I A A C0 A. A A W.- A tFrill I (3) # 5 REBAR ON 3" CHAIR 4' V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING SECTION X-X HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2"x 6" WALL STRAPS JACKS I STUDS JACKS STUDS SIMPSON SIZE EA END EA END EAEND EA END (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 g'--16' (3) (3) (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL CIS6 FOR MORE INFO 2X STUDS @ 161'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) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 1-1 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. ;9- Mz (D :11 V) C=) CD, (0 C14 * 0-011 (D V) (D Q) Cf'> 4--J , C) U — 0 Lu (D-* 01- V) =:) T E 0 F.-- 2 co C:) r- LU E !z: 8 a) 04 0) - - C: Co C-D n �W:s 0 0 C, 10,00 nf 3 0 Co --L < C6 -, 9 LO 2L:s �r M < 0 A- 8 D. N-C�B-D-C i 0 (n 8 S LLI a - .2 1 "S s U, Uj rj 11 z 0 U3 fA c-� Z5 0 111A M f =- cP LL Z 1ug :7 CN Ic LE ul t Cl , 1111 111,//, WWWAWNCOM 1. 6), ?,u vv - co r C3D 1�1 CIV CC < 0 Uj o F L jt� t- N \N: E 3 S v 0 To the best of the Engineer's knowledge, information and be-rlef, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seat 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 0 Z 0 z g < X Cc) z zz w C/) 8LU u) zz 8 z Z z < L.0 0 C) U Ln 0 z uj 0 [-u V, N < U, U 2 In LL g rs - - Z<0=� � rsj W �-, � < W E 0,0 W �-, 8 Z Z N T--q t :1, x - = � �� !2! Uj L0 Lij Z8 ILIJ U 00 2: < < z uj 8 Ct z ZZ t7i < co 0 Lrr-)q 06 :5 Uj < SCALE AS NOTED DATE 3/29/2018 TECH: MIAMES VERSION NO. 5ol SHEET NO. S6 c v 'b S n g z LO I 00 i r- N > it a> v z 0 J co TIP 00 F- I 00 FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED i 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU STRINGER CONTACT POINTS N E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 6', 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) '}-2x8 SYP DRYWALL STOP MUST // NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" STRINGER MUST MAKE FI CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL `-2x6 SYP 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP F7/7�/ 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS q VZA `- 2x4 SYP BLOCKING ` /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) SECTION VIEW "A" SECTION VIEW "B" STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 61, -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C tAN DE MOISTURE CTION LZAATS X O.C. ATTACH ALL COMPONENTS 1x4 OF STAIR TO CONC. W/ T" X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / SECTION VIEW "C" SCALE: 1" = V-0" / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP 2x SYP CUT TO FIT MUST NOT TOUCH STRINGERS G BEARS IN WALL 2x12 SYP BEAR IN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 — 2x6 SYP 2x4 SYP BLOCKING FOR STRAP N M/2" (14) /2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) 10d N I AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS \ CTION VIEW "D" SCALE: 1" = 1'-0" /—" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP :��EEE4 BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0' 2x4 GLUED AND NAILED SECTION D—D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER Jam/, FOR DRYWALL SPACING H E SECTION VIEW SCALE: " = 1'-0" Or / F 2x4 ST( 2x4 NOTE: 2x8 DRYWALL STOP NOTSHOWN TOP OF ��STRINGER CONN. TO BOTT OF NEWEL POS PER CONTRACT H FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 1 i x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" L POST LET INTO (LOCK IDE <ING F SECTION VIEW SCALE:" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES (WALL JOINT YWALL TO JER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO BRING WALL BELOW (WALL JOINT YWALL TO JER JOISTS) H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" 0 "' _za Z c�OC)y z Q cL U) z Ln (D Qj n c w C� p ° 0 w N Mu U _o 0 Co N w �— Rif-Z m co Ep O CJ U tU-00 � o Q rn CO rn Q rn Q o A ® B Dm N.CHDC 'Jl N O M U N U)Z WSM Z z LU W �C. z0•w���� ao O n LL(p W 49 NQM:L Q N o c� V OH W W W FDSEN&COM Li �,?�\.' Nfo V. �.'t': s •. ol1 i!E!1! N'oN\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L IEN NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.Lennaffampaxom �o W� z 0- r� LU UZOO z �� z� L W 0W'o U Lu FLLF N F !i ) Lu Z ,!q U Ln3 UU = J CS LU9 < U, ~ 1 /1 Y , L= L. a O Z< Q N aafw o� �o z z *"-I 0o LL a 212 J Q W u- 5 10 § Ll.l gg' 00 Q Z e< 11-0 Z 06 f Mm ,-I 0- to s SCALE : AS NOTED DATE : 3/29/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. ST a S 00 L0 CO Q LO N z S J I eo `v a 0 N 0 9 0 s 0 J L� 0 0 UI a a. 0R N N M rN 1X4 1(2" DRYWALL o, i o i i 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 � { 1 X 4 1/2" DRYWALL MAX 8" , UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 314" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 F 3-1/4 LONG X 3/16 � FURRING �� „ 3/16 0 X 3 LONG FURRING 3/16"0 X 3-1/2" LONG FURRING (T REBAR (TYP,) AND NAILED W/ 8d COMMON �° 6 O.C. EDGES AND 12 O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCONS STAGGERED STAGGERED @ 16" 2X8 ` ' BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 `STD. 0 JOIST 2x BAND JOIST W! FACE NAIL 10d ` PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 1� DETAIL FILL SOLID ` STD. 90^ /� 90 HOOK (TYP.) @TOP & TTM CHORD, AND (8) 1x4 P.T. & ix8 P.T. 1x8 P.T. & 2x8 P.T. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER ix 4 1/2" DRYWALL IL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR {Lila, BOTTOM OF BAND 1 TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" +2� ' - NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1!2"SDS SCREWS LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ` INTO BAND JOIST & (4) 1/4 3/4" 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS G'I✓ LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE. N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 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 soup w/cRour Ir 8" 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 21/4" TITEN (IF TRUSS _'— - IS 2 PLY INSTALL SIMPSON LGT2 wl (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4"TITEN = 2150 #) a 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 .a '.. 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. OR CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. • , •° .;• 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 .:� ° CONNECT W/ 8d NAILS BRACE! BLKG. • N.T.S. INSTALL WDW. SCREW ANCHOR10!\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)1Od NAILS THRU OSB INTO 2 x $ 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 Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ OV x FRN TO TRUSS TOP CHORD �� MIN. 4" EMBEDMENT AT 16" O.C. + �F �O'T/-/ + 1 r-0° 51-01 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° `� WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED D '•� /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TRUSS TO SUPPORT e.: ° D; .d #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" 5 12d NAILS SIMPSON () + SOFFIT + D • D' :' . D p• 10 ° D 6 e ° CENTERED W/ 9 H _ BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®s . D ° °D IN TOP b 1 X 4 FURRING -- 8d NAILS EACH TRUSS _ D • ' KNOCKOUT / N — ° CHAIR BLOCK e 8d NAILS @ 8" O.C. AT BUCK 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ • CONNECTOR p MONO FOOTING ' �yr •D' D PROVIDE x VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL ° SIZE AND REINF. PER PLAN AND SECTION DETAILS -I 24" BUCK - (1) WITHIN 4" BRACE EXCEEDS 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 .D ° • ° 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 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL " STANDARD o e•'. , (NOTCH) SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90r HOOK �+ #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%- WOOD FOR OVER HANG FILLED CELL, • -, -,� -,, , • -, , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") • • • _ ►, _ •, • _ •, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ,'Sk INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. '�'� � �'�'� � ���'• � �"�'� ���'� ANCHOR INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL SECTION @ ENTRY SECTION @ ROOF EXTENSIONrM REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-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 BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 114" 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" IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & ` . o 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 ' JJ NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE e �D J o L A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL D v a REINFORCING AS FOLLOWS: SEALANT : ' ' — � —� • PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. D • . o _ —� D — --I #5x6 EMBEDDED INTO • PRESS PANEL REINFORCING INTO PLACE, ° 6 MIN. LAP SPLICE W/ .D •D i — v z EXISTING FOOTING ' 2 #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — — ° :. — ¢ ;n cn N FILLED CELL SMOOTH. DO NO FURROW. D 7 ' ° -�-T�•rr � DRILL 3/4„ x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE D. •' D Tf7 TJI- SET BAR IN EPDXY ::.. FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE - ° c.t � -rr REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY SECTION 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. I� c9 �' Z M Z �O a U) z V) Ut (Dru cn w p p w 2 i- _(D V) = o U m w pE e) M CD C13 00`� C0 o�000 Qrn Cl) �CL rn Q d 8 D.1 T WS�ao Z c h N o p Z � z CA � o � rsi w p__ w W ¢=moo g V -�� _ inW Z 0 2 zCnMI LLis th of�! LY N<m Q WWW.FDSENG.COMf A ��®IOP`N �'`o •', • • SE •••� J f °•• FLO ���•�/�j�/�OFESS�O`` IlnIIIliI To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com U, fF w¢�� zoo z� z n.�- 8 @ V o uj z z ,. o cn 3 U \� 0 =a 0 z W f J Ln U W �pozo ��S H o tc Lr) o a� g�� Z a z Z �� w Lr) ,--1 LU Q w ¢ Z _;�_ ¢ Z ° gao Liz c� 00 �n z z8 z m 00 z 'L-I Z ` Z SCALE : AS NOTED DATE : 3/29/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. SS w VV/ r--IVu `w L-YIVI I IVAU'.J VVLU CROSS BRACING DETAIL (TYP.)r1 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 101i N TRUSS K (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS TRUSS NOTES. ABOVETYP. HAND FRAMING CONV. FRAMED RIDGE 2X4 STUDS &PLAT S AT2 0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAYBE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 SIMPSON LSTA18 SIMPSON w/ (12) 10d NAILS SEE PLAN L. ( TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN SIMPSON HUC410 w/ (14) FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF O.C. W/ (4) 2x8 BLOCKING NAILED @ CENTERED AT 16d INTO HEADER & (6) SPLIT TO TIE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES 10d TOP &BOTTOM & PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ 10d INTO BEAM - SEE BEAMS TOGETHER ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD 2) ( REQUIRED w/ (10) 8d NAILS WHEN EN INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & N HTS20 w/ ) 10d x 77 11 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE SEE FLOOR PLAN CONNECTION INFO L I 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER AS TO ANY ONE TRUSS. COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT A LARGE AREA SO AVOID OVERLOADING 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd &ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN EACH STUD - TOENAIL ROOF AND EXTERIOR RAFTER LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED PER NAILING SCHEDULE SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A INDICATED BM OPTION B CONNECTION INFO OPTION C w/ (3)10d O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2 SCHEDULE/ON SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB H2.5A 8d NAILS COMMON B M TO POST ATTACHMENTrA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN SCALE: 3/4 „- 0„ ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE &F -1,_ BM. SPLICE OVER IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS END OF TRUSS THEN Cn 2X4 BLOCKING SEE PLAN FOR ATTACH SECOND PLY 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF EAM w/ (3) ROWS OF 16d MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. NAILS AT 24" O.C. • DIRECTION TYP. A • c v DIAGONAL 2x8 #2 SPF RIDGE BEAM � SIM SIMPSON LUS26 w/ (8) 10d NAILS • • AT 8'-0" WOOD MAX •�C •iC 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON 1 TRUSS 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. n COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR TYP. U.N.O. LOCATION AND DIRECTION 1, 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24 O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT o. ' EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) LO A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL @ INTERIOR BEARING PLAN 511 FOR MORE INFO SCALE: NTS 3 SCALE:NTS COMMON BM. ATTACHMENT 18 WOOD TRUSS 1 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF x SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d o ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON i NAILING SCHEDULE OUTLOOKER 4" O.C. INFO, SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER x BLOCKING BETWEEN STUDS I, TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS EACH END TRUSSES a PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS (BETWEEN 02 STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL NAILS TO EACH VERTICAL o ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) S D) SCHEDULE SHEATHING ATTACHED E PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ o ROOFS 0/PE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ {14) 10d x _ (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING `g WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. 0. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ 04) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM I. SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER In NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS y ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ 0 o MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN aQ. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. i W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR a 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) S H EAR T RAN S F E R INFO. �� SECTION @ FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END o CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLErl 2 SECTION @ BUMP OUT(39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS M DETAILS & SECTIONS z_o z° z� a u) z v) (D 4� w Ca p •U — 0 w �N `— o C� U oC, m N wiF- 8 m-0oM _ �? O o N U' ao -co CS ¢m L. 0<(5 B D® N � =J1 N �O �/� o O ppo CO CA O W MNC'�Z � z WUj Q m y c LL a LLZ W oC.) v o WWW.FDSENG.COM ; 00 5)OE3i1Ef oo b \\S-10��� = U .�' FL® s�ff�dlR®fftlliE 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 So �o Lu " � zoo Z W Lu ID 8 W N Q^ 0 z z CL a W O -� U) o J Ln U) vJ •cC QW C ooz H S o � Lr Q Q Z0<�1Z� oaaIdga 9W Zv Z T-1 62 i a 21 UJI 5iQZ8 ,�� tii � ga OMO Q Z z z z Ln Z 2Lu rn ,-+ a cn s SCALE : AS NOTED DATE : 3/29/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. D1 �2 N N .W (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR _ SEE SS FOR RETROFIT 10d NAILS BENT OVERTOP 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. N EXT. SHEATHING E MASONRY WALL QA BELOW AND ALT. CONNECTION. 2x (2) 2x SPF TOP PLATE FLUSH TOP 2 BLOCKING INFO A Q !7T SEE PLAN FOR CONN. OIP dLTO TOENAILS T B W/ 2 (2) 2x HEADER SEE PLAN SEE FOR OF MASONRY & 8d BLOCKING NAILS T/B FLANGE / 1. APPLY SUB (3) 2x # SPF 2 10d TOENAILS AT EA. () INTERIOR HEADER FDETAILS d FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS 'Vx ® 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. • •°• SURFACE A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x 11 FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @END OF INSTALLED AT EA. END •°• • • CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK INFO 1/2" GYP. BOARD OR SIMPSON MSTAM36 STRAPS 10d BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 10d (2) w/ (7) EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING w/ (11) NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7116") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHE (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„0 FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKINGJ14 TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 2411 WINDOW JAMB TO 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 CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED SECTION CORNER CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH OTHERWISE DETAIL CAN BE IGNORED SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN o°oo°uo°oo°u OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT 2x HEADER A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 CLIPS) NAIL BACK LEG OF CIPPLE TO (2) TO SIT NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER a G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN 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 ( ) SIMPSON SP4 w/ 6 10d x 1 1/2" USE PRE-ENGINEERED O () ( C B B C W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILLOPENING WIDTH 4 FEET . (MAX.( ) BAND JOIST & BLKG. 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 (2) - 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) TOP PLATES BE SPACED W/tN 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 O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER E F SEE PLAN Np F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. D 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 O 10d NAILS & (4) 1/4"x2 1/4" TAPCONS TIE BEAM \ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE PROVIDE KING SIMPSON SP2 w/ 12 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELJAMBS MBS ° TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • : • " ° *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3)12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR 2 HEADER CO N N @ 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER . 6 2 STORY COL. aC� GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ° AJ �" ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8lD-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (1 8) 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 OVERTOP 2x6 WALL USE SP8 FOR 2x8 WALL 24" O.C. ) @ PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS () 2 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE 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 ° 10d S 2 W @ (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' 2x CRIPPLES @ 16" Q.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE WI 12d TOENAILS. '��qT ti0 F� 2k4 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 yljN .o TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (Z) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ° ° ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET ° 8 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, ID ID PROVE 2x4 ON ° 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP 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) 1Od NAILS & (4) 1!4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH 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. AGAINST 2x8 2x8 TOP ti 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. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM 9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL �0 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. l � - C:9 zo z� z J ci u) z t/•) 0 (1) u, f6 p �U 0 LLJ �� = o CCS U r- m LJ..1 �— oeo — U 0) M fM z U O .1N �"00 0 ¢ U Y ram. LO �¢ o Al I O M N p, 00 tin Z_LU- S:2 Efz� U) H ( ul � 0. 4 W � ¢ -ELL 0gn � CoZ N F�,� d OO--I WWW.FDSENG.COM }❑ 0 � 0�111111{111t1/i//�� , \\d' 0 W N ` .` Q r CAS 6 �': C y . GF. ��' `r OF<i: x < ; p� s � F L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flo ida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z CO u G O Z �a w�irtr �4800 �Mzz uJ Co Lu 0 0 � U w N r^ v) z m z ro Z I— WjE U) z ^ L J ;FC o0o se I- 0 J / O� W wPma Rao* C ¢�¢ Z o�o Z ,- air ti J Lr) r-1 Q L1J z = < Z oU 2�z 00 z {— R o 8 m O� 00 z g Lu = , 15� <Lu T a N o SCALE : AS NOTED DATE : 3/29/2018 TECH: MJAMES VERSION N0. 5ol SHEET NO. D2 LO 1 00 LO LO 0 LO co E 0 WEATHER RESISITIVE BARRIER I 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 weather resistive barrier AND WATERPROOFING METHODS TO BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER �E BARRIER & iARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER UNDER DECKING SEAL TOPS OF JOK ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING E AM WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 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 SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A TERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER EX THRESHOLD OF DOOR AND RETURI�l UP JAMB 6". USE LIQUID NAIL BFW D OR EQUAL WEATHER PROOF CAUL 1(11�11( SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF @ SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 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 F161 0 �O '0 5 o, WINDOW UNIT SLOPE 0.3 in: 12.0 in (0. 6 cm 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE RUBBERIZED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 4 Irm SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST UN Me OUTSIDE CORNER ET M11160 0 �105 Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R6091 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 (1152 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 -resistive barrier. 3. Under Paperbacked stucco lath when the paper backing is an approved water R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more 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. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 4. Continuously above all projecting wood trim. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.01 9-inch (No. 26 Galv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926, SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: (D 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 - V. 1. . r.. I.. I Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED 91 Moo NOT USED NOT USED e SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance withASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all �J (D V ;�-_ Z;; C5 ra-m-F-0-0-ft < C1 V) (D Q) 0 Ln (A P E 0 -8 LU E 8 so a) cv) C) CM di a, 0 CN 0 1=1 ( -) = co 0 ca co ,::c 0 0) C, -.14 " FZI 'n 0 C:> s a " < 6 Al I BID. . C) 1 M a; 00. 6- 6 U) Cc, . : Z 42- � C? LU LU 10 Z 0 -M 9;5 U) M 0 Z U) � E CP UJ 6 WWW,FDSENG.COM El El C14 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z 0 Zg 8 0 0 ZM C/) a. Lu co!i 0 L_ < 8Z �-2 �E E3 W C) Z C: 2: CU 0 7- 0 0 1= Z < :� LU U n * 2: 8 � 2� ."o LO LJJ I'- < U 8 Ln �U- 6� 10 Z Z T-4 2: &2!j LLJ V) Lij -0 - 8 T-q I LU 7- RK, � W 00 2: < < Z 10 cc Z Lr) Z 0 Ho co 0 06 Z 15 LU 151 Z Lu 2: rn -4 10- Ln 0 SCALE AS NOTED DATE 3/29/2018 TECH: MJAMES VERSION NO 5ol SHEET NO. W P _,._a CD C_ (A CQ N .�-. -0 > U a) O cu s O O O O W March 20, 2018 Q O U (6 0 � y- > O Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes Q To Whom It May Concern. � L (� (� .S.ia 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 IBCand FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connectocr's allowable load 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 07147 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 2016 to incorporate a methodology to evaluate products to the 20151-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 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit wr<w.stronatie.gom for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dvABDW Engineer, Southeast U.S. Branch Pagel of 1 Simpson Strong -Tie Company Inc. 2221 CountryLane McKinney„TX75009 Phone: 972.542.0325 Faz 972.542.4139 mm ytignaliosom a W r�f n V//��/ O L� o o V/ M U m n� L.i. O ca w Q W Z Z Q J 111 SHEET N0, PA 1.0 - m AM - AS FL17244.1 ESR-3455 A23 FL10448,2 ESR-2806 HD210-2 FL17232.3 ESR-3445 HU210.2 FL1D85t3.4 ESR•2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2548 HD218 FL17232.3 ESR-3445 HU216 - FL10858.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10858.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU28 FL10858.3 ESR-2549 HD28.2 FL17232.3 ESR-3445 HU2&2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10858.10 ESR-2548 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17899.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 - HCP2 FL1044Z2 ESR-2551 HTA18 FL17680.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT18 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS1B FL10458.22 ESR•2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL8223.3 Evaluation Report HGT3 FL10458.19 ESR-2813 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.8 ESR-3445 HUS212-2 FL10858.11 ESR-2549 HUS26 FL17232.8 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10858.11 ESR-2548 JL24 FL17232.7 ESR-3445 LU24 FL10855.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10855.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS210.2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LU524 FL10855:109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS28 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26.2 FL10Ei55.112 ESR•2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS48 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10687.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST80 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA72 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10652.4 ESR•2105 LSTA36 FL17244.18 - ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 lTT131 FL17219.2 ER-0200 LTTI31 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 L330 FL10446.15 ESR-2608 MP34 FL17244.23 ESR-3455 A34 FL10448.3 ESR-2608 MP4F FL17244.24 ESR-3455 LTP4 FL10448.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10448.18 ESR-2806 MPH3516 FL17240.3 ESR-3447 WMI416 FL10687.86 ESR-2815 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 FL10852.9 ESR-2105 MSTA38 FL17244.18 ESR-3455 MSTA38 FL10852.9 ESR-2105 MSTC40 FL17244.28 ESR-3455 MSTC40 FL10852.11 ESR•2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8. ESR-3455 MTS12 FL10458.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS18 FL10458.34 ESR-2813 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2813 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.38 ESR-2813 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13804.8 ESR-261 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 98.72, please provide the information and approval numbers on the building components listed below ff they will be utilized on the construction project for which you are applying 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) FL20481.1 +67.0l-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.8 +87.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.9 +87.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2pgg1.14 +g7.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +87.0!•67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7ggD,1 +67.01-87.0 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 W1ndCode Doors WS (18X7) FL15279.53 +30.0/•30.0 psf Clopay Building Products Residential WindCode Doors Wr8 (8X7) FL15279.85 +38.0l-02.0 psf Clopay Building Products Residential WintlCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0l-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Nfindows and Doors Series 188 FL15351.1 +40.0/-50.0 psf G. 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 NIA PGT Series 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardin Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Aisida Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18918.1 - FL18918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels F115076.1 - FL15076.2 NIA All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A 8. 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 NIA C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA Commercial Concrete Products, Inc. High Strength Concrete Lintels FLi774 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 N Florida Department of Business & Proiessional Regulation Building Codes and Standards Product Approval Application Detall gaga 1 IlMI8 Florida DepaMient of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pea 1 I/a2o1e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw y 11arm1s Florida Deparhrient Of Business & PrOfesOfanai Regulation Building Codes and Standards Product Approval Application Detail Pape 1 a2 I/srmla (D fa � -� 0 /L tCL � Q O ^O � C � 0 }- T'� tee+ • V+ U (n �'e � J " � V/ -0 V � O O y /�• O_ LL- i_ � Q t^ O1, v+ •T•�t Cn vi O = CU ~— � ^ ♦ /1 i.i V J '. tr, �.r 1� yOldpp Ileat&uffi� fma48 BmI�iY�e ValWaladex Yatldlded A PIN: rel Maimed amla Revision 2017 Themv-Tru Corporation Ride Wright Lyedes 9 BtlnmWt P.E. Ryan J. IOng, P.E. 10/487JM7 07/122017 70162017 12RZ2017 Approved Category: 6ttedor Doom (41g) 2WI740 P649409 (873) 7674556 8ulaCaftoxy. Svhpig ElerW Door Assemblies ddoNomtwgomwtate. Compbnce ll ' ' Evolualbn Reportimm s Core Florida RegNMredArchiled ora Limme d Florida pmMsion l Engineer GusMA AAarApproved sor use MOO Dgym BW! Ertd{i loMGflZ gJ i PJ>8urs 1 a. Therms Tru Fiber-Clseao and SmodASter Nominal 88XW:g 8quokNondmpatl8qud; Opaque 121312020 No Yes No WA Composts Edge FDarglaes Shoe Door (1�; X Configuration) FL02H O14U 2e51111 areteCB ens Bat Dan Pa.*. 20 mm version tlagag lau f .4.Lk m vesd�L Aidw d F Approved fib" Revision 2017 TMmte-Tru Co mwn Rik Wright Lyndon F. Schmidt, P.E. Ryan A lung, P.E. 12/192M7 12M3J2017 1221=17 Pending FBC Approve Cals": ExbdwDoon (419) 20&1740 P9 43409 (813) 76746M SvbCaMpoy Swinging Exterior Door Assembl4e ftWA&MtWgOOMWW &. Companies 1111a1nOe1- Evaluation Report from a COM Florida Registered Amhbdor a Licensed Florida PmMsbnal Engineer FU120411142 g!W !rot Dab powirA !fit item Vmtm Smltat VaeaoedMe Vs Sid Asl�d Sam Revision 2017 The"wTru Corporation Ride Wright Lyndon F. 8abmla P.E. Ryan J.. ". P.E. 10H512017 07/12=17 10M82017 12/120MI7 Approved Cebpory: Exterior Door (419) 2D&1740 PE4340B (813) 787�85a Subcategory: Swinging Exterior DowAsuff"N ddcworm*pconeuigrda. CangMaEe-1 " c 1, Evaluation RaW tom a OOm Florlds Regfelered Ardlbd or a Lloended FkMde Professional Engineer WWWAssianst Anprowed for Use ApprowilbrUsp )aDR" Law ProdpetNlsdal. Numbror Name P o ! P�OMat a }, Thsrme•7ro FihshClassloard Smooth -Star NoMnal8rd�3g;08dry�Non-ImpadBgwk Opaque 17/312020 No ten No WA Composite Edge Fberptrs Single Door 0lwvfplOVlpaing; X mMguratlon) euia e1.123 Smelt EdiaL9[ 20 20 DAM PADCHOR m bw version l ea Eoataeii.L.ppe vssd.t.a� Ye9e�d FI Approved Revision 2017 Th-Ter Corporation Ride WdgM Lyndon F. SMmN4 P.E. Ryan J. King, P.E. I2M320f12 7 12113017 12/2017 Pending FBC Approval emra Ceteyory: Exterior Doors (419) 298.1740 PE-43409 (813) 767-OW Subcategory: Swinging Extaft Dow Assemblies ddexorwpWpComrptny, ComparwceNodw* EvMra wRepot dome Corm Florida Regislored Ambled a■ Licensed Florida Professional Engineer FLA20481413 Products Fl82CM4t2 G9ds llurdiver gate Do Dab poodhou go rim version fe41Lat €rob [&Lt� vaeddwov ]llgiWd Sutherland F&CA Approved Slurs Revision 2(117 The ma-Tru Corporation Rick Wright - Lyndon F. &hmkC P.E. Ryan J. MIS, P.E. 1OR& 17 OIA212017 iN182017 12 I202017 Approved CeoegorY: Exterlor Doom (418) 29&17a PE-434g9 (819) 767�8665 SubCdogmy: SwYpBp Exterior Dow Amendable rdworAtm9omwAvb. Florida Regioterol Amhbdor ■ Lioemod Florida awn Professional Enginser. tM�t.42Products Afor Use Approved Use 21" ��mount Aug JDAM z 89l1el1nt theta 9 L Themne Tru FIMrvCheNp mid Snooth"Star NomkW NM;S SquobNon-irrpad8gwt Glazed 12/312020 No Yes No WA CwnposM Edge Faaglass Single Door fig; X Configuration) FLa2"M43 Sgft Feral Domu glftPNWIM galk C1ret YaOlpp i cx conteat Eoatoeti Yell[ YAt d FOCAaW-M A—Momd mm ROYMM 2017 TMoa rma-Tru Corption Rick Wright Lyndon F. Schmidt, P.E.P.E Ryan J. skg, P.E. 12M32017 1211=017 12212017 Pending Approval Category: Exterior Dom (a19) 29&1740 PE-43W9 (613) 7674L%5 guhCabgarr Swkgfeg ExWW DwAssem6ges d**Qr#bWgcwmubntL Report oorsedfrom men FlorryrWnatoredA hkod or Florida Registered Anchbct a e Lloemed Floridar Profeahnsl Engineer amemdaLEMOM FIA20411114 Q2111 Entit,m 20 Ro gW Validated w, I1re 7(erOlffi Eppie! & ! lfalWatd SFlhd�d FBSEAppmrel Apamred AME Revision 2017 noon-Tnr Corporation Rick Wright Lyndon F. Sdmidt, P.E Ryan J. King, P.E. 101162017 07112=7 10flawi7 121122017 Approved SubCeOepory: Swinging Exterior DowAeaembl as (41ddnw �oonsu8mts. � � (813) 787.mm Companies Method: Evaluation Report than a corn Florida RaglsYred ArchBed or a LIamrd Fkvkio ProlamidulEngk— R02M614t2 Products A IMR%g � Law tatlYi$ S8dtl9t.fOS1Z ! PlItWQ 14 n. Therms -Ter Fixer-Classk and Smooth -Star Nominal SSAW;0 BquoLNOMmpect8tuot Glazed 1213112C10 fed Yet No WA es 91fplo Dow Composite Edge F. X ConI FUNI0411140 raft Ed10:o1 20 Imo Dole Pending mu VWW- Wa�&6ffi gg01tl'd E09�8,:MM Validated9V Yid EW.I� Approved Alta Revision 2D17 TMrma-TN Corporation Rick Wright Lyndon F. SdvnWL P.E. Ryan J. Fop, P.E 12J132M7 12M3=17 12212017 dng FBC Appn Category. Exterior Doom 4 ) BubCabgory: 8winpig Exterior DoorAesembba riacw&vedgcpmubnte. eampSanmMWwd: Evaluation Report dorm a Con Florida RephteptlArdvlot or a Lloonsed Florida Proamsommenoweer Bi Products Law InHVNZ gl�llym kMW PJsegrs LOJ Pfod119iMedel.Nuenhororxa» Quality Assurance Aedrwed tor Ua 1pytmZ 1BeNfad Jfieeras Law Proauet6h)deLtluelbaprN.m. "Ic p [ p lalfl7ii /2 11Yf1a lint Pressure gwmLaumm Approved for Aparnondid for Use hBoad � 1 a. Thermo-Tru Fiber4:lsssh and Smooth.$tar Nominal 66109:8 6quotNon Impecaquot Opaque 12/31/2021 ConpoeM Edge FbmgNns Skon Door 8nsalroOdewYg; X omigurstwn) No Yes No WA 6 f. Ttewme-Tru Fiber-CI■eeiC and Smooffi•Szr Nominal OW9;0 &qud;Non4mpsclSquok Opaque 12811202t Corpceb Etlge FilapteM Blagla Door 0nswlopPDutaabl9; X CoMguration) _ No Yes No WA 9 I. Thorma-Tm Flber-CN anti SmootMStar Nominal 8UWS BquoLNon-IngrsoMquot Glazed 12rJ12021 C1xnplxiMa Edps PPoaptees SYgte Dow X oxdfguradon) No Yes No WA Law 14 n.TMmea-Ter Ft»r•Claeek and SntooOn-Sim Nominal 8883"8quotN glazed 12191I=1 Composite Edge FlboMkoe Shoals Door In HVHZ No tint Yes No Frs� WA (Irav4np/Oulaalnp; X wftumbn) Florida DepaMtent of Business & Professional Regulation rape 1 a, Florida Deparbment of Business & Professional Regulation Page i a f Building Codes and Standards 1/vmle Building Cotten and Standards I1a2dls Product Approval Application Detail Product Approval Application Debit Florida DeparUrleM of Business & Professional Regulation Building Codes and Standards Pale I aI 1RIM1e Florida Department of Business & Professional Regulation Building Codes and Standards papa 1 al 1 612we PLt1e72e:41114 Product Approval Application Detail Product Approval Application Detail am Emft or 21111 22k Dow Peeram no raft Er*W or 20 Ra Date Pondimi Sots .'Gas version magglawasa ranwa t t� 3iWo� Validated By Validated IiWmltd FOCAngro d Approved vows Mandut r Sew Eevina&1 Y ®L Valldided &Ftaailld FSC AoanaN Aoolsmd AMR Revision 20/7 Therms-Tru Coryomtlon Rick Nt ht National Acoedla6on a Ryan J. Kip, P.E. 12/A002017 011,21 y7 12J2=17 Approved Revision 2017 Thenna4m Corpombrr RICk WrmM National Aoosdtetlon & Ryan J. ling, P.E. 12202017 0921/2017 1=2=7 Approved CateWW. Exterior Donn (419) 2WI740 Management inatlmlo (813) 7676555 Category: Exterior Doom (419)2WI740 Management Inattlute (813) 7674M 9291 Births or Rim !dk DdDPWWIM Wit !ems enter or 2da 20 Dab Pomfim gate SubCoteypry: SwWging Exterior Door Assemblies rickwarwbWai mdonte. SuhCamgery: Swint fg Exterior DwAssembbe rickw®rwbldgcanaMarnlo mm Vernon barsgingsK Emlmar.&.Llems VaNdkMd SW moom MOO PISCAger9701 ApOtoved Berm Pros va alpp Aftaidelaw contact Endne or&.Lllame v ikbw Sly Yawdated JWWM FICAverowal Approved Ali" Coaganms MeYrod: CeNAallm Mark or Listing Coro ComplYson11 d: Cereceties Marko Listing 00ra Revision 2017 MIv0don and Dods Slam Stager Lie Roberta Lams Steven M. thor, PE 0S/13=17 011111121117 OW182M7 10fa2017 Approved Rev Won 2017 MI Vaulmn and Dove Breenedinger Luis Robalo Lonw Sloven M. Udd1, PE 08M3wil, =1/2017 (ISM52017 101101M17 Approved Category: Exterior Doom (717) 366-= PE-M14 (717) 317-8464 COMM;ulaCalo Exterior Door (717) 386-3300 PE 14 (717) 317-0464 Bu bCAtegory: SlIft Exterior Dow Assemb9es bsEngon)hmhvd.ewn BbCeteory: 8tldinp Eder: DowAssanbllea WlWnpsfllIMxll.con QwMwAasuraee Anawyndforthre Auororal err tin ggDWt goggle GLOWg Approved for Use Approved flar Use lmm Min Companies, Method: EvaluaBm Report from a Compliance Mahon: Evaluation Reporteiom a La$ Prod-1 L Numbw, Name Product Description 290knicumm2nak to Hya OAdakb Assistant Erecter Law PmdudMed L Number Content EKOLnum Dom ISlGaS Baddmi Mosidud Plasmas Florida R99WWW Arabi or a Lkxmmed Floft Florida Registered Architect m a Lkaw ad FWrlds 1 a. &quotCMgsl�CrWt quot and &QuekBo ides. fk by G/B ad 8D Opaque and Glazed Floarglaw Dow with 122112a21 No Yes No WA 5 e. 8quot&noot-ftaque and dquotsendnmrk by BIB and 90 Opaque and Grad FPoaglaa Doovah 12P312M1 No Yes No WA Prdewlonw Enpinex Professional Engineer TMrrm-TruSpuot and without S1tleAtes. looefg and Ouawbv Tbmn•Tnequot wed without SkNRu. kwAV and OuNwkg ApprovAdlgl.! Alpappled dribs kagef pashm QLNM Alert Awwra edSe7Sle Apwwedfbtbo IBeGt Deal- 220 proafatMahLbU mNams Product Description ENWMIM Dan InHNJ1Z d>utside.IGdZ BelWnt PMBKM F intiift.Z t i Pressure 3 SERIES 420 ALUMINUM S13D REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12/31,2018 No Yes No WA 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. 121312M8 No Yes No WA 145-3/4&quot x98&quot X0, XX 9e&quotx98&quot Florida Deparbnent of Business & Professional Regulation Pope 1 of 1 Florida Department of Well »se & Professional Regulation Paps 1 a 1 Florida Department of Business & Professional Regulation Page 1 a 1 Florida Deparhent of Business & Professional Regulation Pape I or 1 Building Codes and Standards 1162018 Building Codes and Standards 115MIe Building Codes and Standards 115018 Building Codes and Standards Il MIS Product Approval Application DOW Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall "527940 W9,11d a a+a113244 a it$33ZM gm E MIS pa 1� Fri � E1 ft or Safe g� � Smelt gfmkor Rik2di Da ROM^gods Endityor 291 no Oft Pending 20 mm version mombd= coubmi P.00l�&JLA� ValWetedav Yard subrog d FW Aeprovel Avgmad Marston MORFMCtuar Gerald Enadewor L Validated IN, xdd" AWWW d Pe al Anwaved &YBa Ina Version lYodmhmt goded Enalower A LF Vatdalsd By YAW 4WaWed Peal Approved El•Ya mm Version Manufacturer Brabant & Lleems MaWlotiod By Validated BWadnd FBC Aeemat Approved ANK Revision 2017 Crepay BWWing Products Company Mork WepadsW lnftrtsk Testing Services NA, Gary Pfliehlor 11IP912017 0111102017 12l062017 Approved Wow 2017 Clopsy Building Products Company Mark Westerfield! Ideriek TasWip Servkq NA, Gary Pfeehlor 11292017 OOMM017 12/0&2M7 Approved RevWon 2017 - MI VAndotte and Doom Category: Exterior Doom SubCsespwy: Stidnp Exterior DealAaembles C.wob ce Method: Evaluation Report Ilan a sand 8renger Luis Roberto Loma Steven M. tiffs PE (717) 38633W PE-62514 (717) 317.8154 WitWga@mlwd.am 081132M7 08ni2017 Swami? 1010Y017 Approved RwWwn 2017 Ml V*Wu eanti Doom Csb*wr. Exterior Dove 910Catepefy: Stidlp Exterior DoorAassrrin5ee ComP&xw* Metiwed: Evaluation Report Sven o Bent BMapst Luis Robert Lomas Stevan M. U"*PE (7m 3es-= FE--62514 (717) 317-MM �.axn 0911=017 08M12017 08/16=17 101I M7 Approved C+ospay: Exterior boom SobCab Metedhnae Exterior DoorAssembliesoemtkibs CoarPaernae Mallnod: CaftlAailorn Mark or Elating (613)7704062 Ina. (513)5104M mwaneeW�CbpayCom Category: Exterior boors Subcategory: Sectional Exterior DoorAseambdos Camptnoe Method: Certlfifiratlsom Mark wListing (513)77041082 Ina. (513)51%45W .am Sat Florida RegMKW Architect or a Licensed Florida Florida Regnend Aroflbd or a Uoenaed Florida cz Praessloml Engineer Pro lo"EnpWNr alaw Approved for Use AoorpwdtorUse teas g Aororwigadpor !!nmwt Doolon AW ProAmt 14worder-Name E ffi�Z ! Raids t PronounLaw [ inHVNZ Blw111tim l hdwd Prr>� 37 097 vV6-0B PAN-2FI51: 84A, M, 73, 76, 161110, 190, 76. Steal Pan (min. 25 ga.) SNye•Cor (up to W wide) 015121/2028 No Yes No +30 PSF1S2 53 053 W&1a PAN-2F153: 84A, M, 73, 75, 1500, 190, 4RST, Steal Pan (mat. 25 go,) Double-Cor (Wr to IOV 06/212028 No Yes NO +30 PSFI-30 $atlw 1 Product Model. Nufrbr a Nam SERIES420ALUMgWMS00 SERIES 420 ALUMINUM SGO OXO 12I312018 Agromood fgi(e Approved In Outside) No for tills Yes No Pressure WA MA 2 SERIES 420 ALUMINUM SOD Quasar Assurance Product SERIES 42D ALUMINUM SW OX, XO, XX 121312018 Appmnedfor Use Anamoed rpr Use In !lam No Yes is" li nt No DOOM PPP WA 75V, 4RST, 4RSF, MIST, 6RSF, 2RST, 48, 42. 06, 40, 428, 5158, GOBS, GO&W, GRBS, GR68V, AR68. ARSSV, EDOS•ED56V MNOCODW174; WO Garage Door PSF 4RSF, ORST, ORSF, 48, 4Z 66.488, 429, 65S, GOSS, GD65V, GRaB, GR5SV, ARCS, AR5SV, SoSS, ED5SV wide) WINDCODEad174; W6 Garage Dow PSF 1454f46gwtX80dquot NON40NFORCED 968gwtpr80&g0ot NON40WORCED critaris Florida Departr urt of Busing & Professional Regulation BWldhlg Codes and Standards Product Approval Application Detail Pape i a I 116&p1s Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pag.I a I 1nvMie Florida DepartpneM of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peplum 10"Is Florida Departmad of Business & Profeesiornal Regulation Building Caries and Standards Product Approval Applicatoa Detail pqe, a, i152oIe m — �� RAMR211 "15374%7 FLYl74"4ti FL!]&4124t4 Smdt Mires Ysdon Revision 2017fa )Ilsa(d�n[ vYlndOele and Door Category: Exterior Doom SnrbGtepory: Sgdhp Exterior Door Assemblies Moilo n Reportfrom campanoeln S* Exterior DorAsseoma EdW ar Smderd En l aLWe V 8rod8tiagar Luis Palms)Lama Sloven M. llrloh. PE (717)38633W PE-82514 (717)317.8454 kaWfger®mkW.dmn go gab Vallt� 0W132M7 OBM12017 Do, P l dm Rot Fero Approval Anonym OBM6rM17 1010rM17 Llaa approval Ia nice v„gm Revlalon 2017 , POT lnduselse Category: EdaWt Doors Subcategory: 811tlirp Exterior Compliance Method: Ceram Mark or Llaag > , VdWatedlav Dean Runk MIamFDade8�0-CER MIamMDeds BCCA•VAL (Mt)4804100 (788)316.2590 dnak@pgtlndueuke.am Lena 21k 096Peo�m Validated > FWAoorowal 17/2012M7 712812017 gads Approved 1225iM17 slims Approved gede MINIS Revision 2D17 CURRMS DM" ofAADG, Inc Category: Exterior Donn BubCatepory: Exterior Door Components Companies NOmed: CedRadon Male or Llatlng , Vesaat.dBy DedloOave UL LLC Tod Bermen, PE (Mi)4942844 (306)868-4707 aaetledl0@aaabloy.a m go grit: Yard &WaMld 11C M17 10 50117 DMPm lLit F=Aoomut ApprovedSm� 12/05=7 Approved 290 Dort YmmBmmmdacom Revision 2017 MI VAdowe and Door& Category: Wlnddwg Bit Compliance, Malhod: bC.WqW. Single HOCedBatlan Mark or Lbffhg ng EN&L g &onbSct &lJosmis Validated By Bred8Mnger Amedan ArohnoWnl Steven M. Udoh, PE {M7) Manufacturers Association Q17)317.8454 bsMnppf�nswtl.eom gals 20 YAO d Sulandbad 12r.W2017 i2M3rM17 paw pow as ,� LOApprsyal Agproved Validated m _ Florida R Andvalu or FkxWa FLa11ei7it7 Prptluate FLOCNVBM Products Prldssebnal Engineer FLAW141:19 Products FtaHa332R4i>reduab AKI Product Meant. Number or Worma Product Dosorlation 290kmtxubogasw AOOfOeed for the In NVNZ outside tit Dealers10 prosom Lot! BOD4I670 (lsxpe Mbefie M1gact) ,awe. Aaars__ Vhyl soft Door 04M4/2021 Aorroved for Use AFti ties 1nb7AZ gr!!�.lGftli Yea .Yes lane! YesW posted tal peerO WA $ggj 1 ProafctMetlel.NUMererrNeres 807, 707, 727, 747, and 847 Single rat Psfa of DCa& QAHWAM F Fiesta, (aspen, and Loused einple anti pork& or 1203141025 hollow nww doss. th Anam"d for e ApwovediaL InHVHZ Yes lat" Bebw Yes Yes Nam P.IeBe. NIA ANw 2 PraMmlMpdN.Numbsrwxar 185 SH gwdkAeomm 52xM FfuFMlge From Kp/SG 9hpte Hung 7010&2MH Approved Approved m� Oubikk No for Iles mL� vla BeYMnt Yes No 1�editr P—m +0V60 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED )XX 12012018 No Yea No WA 143&pot,AQS&qud; code Version: 7261.10 Cn -tf Florida Department of Business & Professional Regulation Building Codes and Standards ,/xJo,a Florida Depemeiof Business &Professional Regulation Building Codes and Standards Pageloll a,0 11601e W Florida DBParbnent of Business &Professional Regulation Building Codes and Standards Papa 1 a 1 1151:2018 Florida Department of Business & Professional Regulation Building Codes and Standards Para i a 1 1152018 Product Approval Application Debit Product Approval Application DoW — ( Product Approval Application Detail Product Approval Application Detail IIA53424tB P � rmdt 1)ree Yeratpp 1lem E EIa�[3.Ll1mw Ydldedd.ml gab submitted Y & paw FWA=atm 1� ! 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Iferatpp RevN m 2017 FLIFIS271114IMProduals tbslaboaFrel clopay BuBag Products Company CdgeExterior Dons ry: SuDCstepory: Sectional Exterior DowAaamblk& Compliance, Moaned; CorNiadwn Mork orLletnp EdMfor Epps valld.ted av Made WateMekr IMadalcTesting Services NA, Gary Phnlder (513)I= (513)5158566 77041m4 .Con Ra 291 pdtpwKgm )bll4ated BIIhmILd EBSApp[otat 112WM17 08/10=17 Dole Agoreured 12/052017 BfWa Approved RevWon 2017 NWlndmm and Done Category: Windows WM Food C0.4u � Mark or Bent BMnger Amsdcon Afddteckwl Steven M. Udck PE (717)36&3300 Monufedumes Association (717)317.04U be flagar@nMvtl.cem Quality Assurance 12012017 12/312017 Awrondfortlin Approved bMG01i 01104=8 ferUr lmeat gytbMHR6 anxm Approved germ !e1lWm Review 2017 Lai PGT Industries Category: Wralows ComiWarme NWiod-. Contention Mark or Fend Listing Dart Runk aomW)ade BCCO-CER MlamiAala SCCO-VAL (941)46&0100 (7�315-2590 4ruadt®pptintluekW.com 4f.8hLAsnexams 12202017 12I08/2017 AlmterreddLlse Aoaeradfo<Use hthvHz 291idLtm i22S2M7 laser Resistant Approved DW- PNISM � O Aoapved*WUa Ap/a4Ygd for the how gWBn QLNW Aoswadfor Uas Approved aor the mom. at" 1 186PW 73 x 721nadalad Gras 0403=18 No Yes No -WM 9 MN-5620(Lefge Mines knead) Vinyl FixedVhdow 04MW2020 Yes Yes You, WA Law In.IGaZ Outsieti1iQ Blow" Pressure Law latGtlZ Be!doNVII somid Pressure 85 085 WB-09 PAN-2Fi63: 73, 75, 84A, M, 42,48.42B, 4gB,. 4RST SRST, Goes, ORES, ARKS, EMS Steel Pa (min. 26 ga.) Single -Car (up to 9V wWn) 06/211=8 WOMOODEBa174; VA Garage Dow No Yes No +311 PSFI.42 PSF 102 102 W&IS PAN-V,15 : 73. 75. SM, M, 42, 48, 42S, 486, 4RST, &W, GD58, OW, ARSE, E058 Steel Pon (mK 25 ge.) Double-Cor (9'2'oo 107 0521rAn wWe)VANDOODEM74:vie Garage Dow No Yes No - +37 PSF"I PSF U O 2 Florida Deparfri>ant of Business & Professional Regulation Pape 1 o 1 Building Codes and Standards 1arm+e (D Product Approval Application Detail '^ V ) Florida Deparbment of Business & Professional Regulation page, a, Florida Department of Business & Professional Regulation page i a i ICU Building Codes and Standards i/SwIs Building Codes and Standards Iffimle F1.9111,10410 M Sok Ease of go gate noitpoIxym lido ■ ■ ■ Product Approval Application Detall Product Approval Application Detail Mims Veroba Rwlabn 2017 TMrma-Trucaporstion Category. Eddalor DOM Vag By Rik WdpM Lyndon F. Stimuli RE Ryan J. King, P.E. (419) 2WI740 PE43409 (813) M.8566 VAlkleted ENhm&4 d IGMW017 1018=17 FOCApprowd Anow"d 1022=17 12MYMt7 BM4a Approved E1,113ma 22111 MISS Version Revision 2011 Mmufaa roc PGT Ind, ill I Category: NMdovn gnm at EmknIL &L Valkhted By Dan Runk MWMW)ade BCCO-CER MpxNJMde SCCO-VAL (041)4"00 (786)315-2e0 g!b gab vwkmw BIIPmded 12202M7 1210=17 Gas* Parana ROrs Anaaied 1212&2M7 $flea Approved A.615351." raft! lYee I(etalpp Revision 2017 tbrsdeWaL MV V*KIWa anti Down ptepory:gNndowa gray of le90at9f Cad &J fame Palmated ®t Bind SMkger AfnedanA lfal Steven M. WW PE (717)36&3300 MaruintummAmodabre (717)317.8454 20 is Do Yathlatd SIIQa1Ld ! 011030118 011mai8 20 App $!!ha vandkted Exterior 0Report oorpesema Subcategory:s Shaanxi: Mealod:*oEvaluation Llowne rom a Fhfesionl6lotedeer ova Lbsesstl Florida FROOesatwW Engineer .0111 xbWpoo adbmta cam Q Subcategory: Single Hung Companies Motod: certification, Mark w Listing dmark®pgUndaMes.mm SubColooW. Horizontal Sider CCmpllanaMalhod: Catlflalhn Mad or Listing bellat"i fed corn Bgaw ProaratMadal.NumberorNear GwetvAesumaea ProduatDoogiation aumalk Aarmod for tin Anoroved,hir boAm outside Use bwo Resistant amm pratl FLA2394tallfroduft WAIS 4t5 P sdpp4 1 a. 8quotFUe Claeb&pnt. 8gwl;$moo6n5h &W*,. 68a39;8 dquotim ad8quot GWW FlNergWs 121312021 No Yes Yes WA Q Law 7 Product Model, Number or Name SH-55W (Large Minis Impact) Product Condition rgokuubRbo2LQlk vinyl Slogle Hung Widow 07rjw2m Approved for Use AIEarovedfortha In HM Yes IW OUW&hVIIZ aunt Yes Ya BJllal Pressure WA L92 I PmductilladeLlourallearceffame HS 188 Fin and Fiorito Frome GiNbAn Rapp It Exploatles 73xS2 knalAalod Glass 02/162019 Amorwed for Use Annevved her Data 1n HYM Sto&Ide tOaZ No Yes mysd Resistant No Doom Pressure +06ha5 &gwtCls,seloCr&deguek or BgwtCWaxWCrA RusticMgwt Singh Door- 01) Inswing or Oulavng Codguretlon J CL SHEET NO. 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Gulf Seam, I 3/4&quot: Snap Lock. 04/1=024 No Yes N/A -NIA/ 18&qu.t; Wide Roof Panel ower 15/32&qut; Plyw. -108.5psF 12 26 Ga. 5V Crimp Min 26 Ga 5V Crimp Roof Penal -1 I5t32&q..t; 04/12�2024 Yes Yes N/A +N/A/ Plywood -156.57SIF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quol: Plywood 04112/2024 No Yes N/A +N/Al-i3l-PSF 14 26 Ga. 5V Crimp Mi. 26 Ga 5V Crimp Roof panel - 10 Wood 04112=24 No Yes NIA +N/A1 Puffins over 15132&quot; Plywood -156.5PSF 15 26 Ga. Gulf Lok MI. 26 Ga. Gulf Lok 16&q.ot: Wide Roof Panel 04/12f?024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 18&quot; Wide Roof Panel mr 04/12/2024 No Yes NIA +N/Al-63.5PSF 15132&quot; Plywood 17 26 Ga. GlfPBR MIA 26 Ga. Gulf PBR Roof Panel - 15J32&quot; (14A212024 No Yes NfA +N/A/ Plywood -154YPSF Flotilla Department of Business & Professional Regulaton Building Codes and Standards Product Approval Application Detail Page I of I ir"Is Entit, or 20 Rft Oft Pandkw Rft correct Engineer A Lbmw validated By ywmdw submitted FBC Agarovial Ageraved Run Do* visit ICC EvMnftn service, U-0 10C Evolusbon Sonfics, 10/iQ2017 10`1912017 10=017 Approrad (314)851-7400 ULC. dwisdarrikoom (205) 599-OW Darrifiev Assurance Aporavildforlike Nwolaw for use IMRO 2oft Product Description Ounb*ftExohWdonDdo In thlitint oumme Pressure 20 go. truss connector plate olmir2m yes yes NVA WA Florida Department of Business & Prolissajonal Regulation Building Codes and Standards Product Approval Application Detail P.Plorl 1115=18 FLSSW4tt fift 21K 21h Dab paxim Rik mm version jisfifillisalififia C-lat Meadow a. vandmw ROMM FWAloominal ftionniod Revision 2017 waywhasuear Rob Baldwin ICC Evskurdon Sairelm. ULD James A. Rothman. PJL 0602212017 0ar4=17 07/=17 Appimited coalgaw Structural Components (253) 924-6476 ("OW1344 SubCallogisq: Enistanad Lumber Roboaftidwsiliwayerho Compliance klothoth Ealuatim Report ftm a oumxom Product Evallaillon Eattly rM§27-4t8 Persons, Gaft Assonance ApproadbrUse, Appranied for We jmow 2an lag Product Deacriollon combictexptnaftApob In outlw&HVHZ Blatissig Previous 3 TkilborStrand L& LwrAlow Wad Labor =12019 NO yes WA WA Beach Create Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 01`2 3n&2018 Sao # Product Model, Number or NUN Quality product Deaulption Cc Assurance Awroved for Use In HVHZ A,pr-d for Use Outside HVN Impact Resistant Design Prossure, is 26 Go. GuffPSR Min 26 Ga. GulfPSR Roof Panel war lx4 Wood 0411212024 yes Yes N/A -NIAI Furies � lW32&quot; Plywood -151.7PSF 19 26 Ga. GuIfPBR Min 26 Go GuIfPSR - 1 5n2&qut; Plywood 04112f2O24 Yes Yee N/A +NIAI -154.7PSF 20 26 Ga. GuftPSR Min 26 Ga. GUIlPBR wor lX4 Wood Purlins 04/12)2024 No Yee N/A +N/A/ 15132&quot; Plywood -151.7PSF 21 26 Ga. GulfRib Min 26 Ga. GutfRib �r lx4 Wood Purims over 04/1212024 No Yee N/A +NIAI 15132&quot; Plywood -164.2PSF 22 26 Ga. Gulfiffib Min 26 Ga. Gulfift citer 1 Sn2&quot: Plywood 04112=24 No Yes N/A +N/Af -159.2PSF 23 26 Go Gullft Min 26 Ga G.IfRib - 15/32&q..t; Plywood 041120024 Yes Yes N/A +N/A( 24 26 Ga. G.IfFfib Min 26 Ga. GuIfRib war 1 x4 Wood Purlins mer 04/1212024 Yes Yes N/A 1552&quot; Plywood -164.2PSF 25 29 Ga, Gufflib Min 29 Ga. GultRib over lx4 Wood Purfins, wer 04/12M24 No Yes NIA +NIAI 15t32&quot; Plywood -123.5PSF 26 29 Ga GulfIllb Min 29 Ga. GuffRib owr 1 M2&quot; Plywood 04112/2024 No Yes NIA +NIAI -146.GPSF 27 29 Ga. GuffiRlb Min 29 Ga. GuIfRIb over 1x4 Wood Purims over 04112/2G24 No Yes NIA +NIAI 7/16&quot; O.S.B. -i0l.0PSF 28 29 Ga Guffft Min 29 Ga. GutfiRlb over 7/1 S&quot; OZ.& 04/12/2024 No Yes N/A -N/A/ -118.OPSF Search Criteria Code Version: 2017 Fl. 0: 11661 Application Type: ALL Product Morulacturer: ALL category: ALL Subolg. : ALL Application Status: ALL Compliance Method: ALL Quality Assur-ce Entity Contract Expired: ALL Product Model, Number or Noma: ALL Product D-Apti- ALL Appr-odf.r..InHVHZ: ALL Apprond for use outside KVHZ: ALL Impact Resistant: ALL Design PrOSSUM: ALL Data From: ALL Date To: ALL C- Cn -FU > 0 (D C- U 116- CL CL 0 0 CU L) -0 =3 -0 6 Cc Q -CU -0 0 C L- C5- -2 q -0 CU C .0 U- 0 CU > Cn a) ZZ E L- 2 C U 0 F- CIO -0 40- . = -#--# C/) 0! 14 z z W Mi V.j CU m 0 c- (D c/) 0 L- CL C13 CL C/) 0 U) ICU M Lij z z a_ SHEET NO. PA 1.3