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HomeMy WebLinkAbout36036 Saddle Palm Wayff� � Woo Mmo' 00, pmr, I MO- - INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN EH_l LI, COMPLY WITH PREVAILING ALLWa*'K CODES FI,C)RIDA SUILIL.ING COODE, 1.2 SECOND FLOOR PLAN NATIONAL ELECTRIC, t, ODE, AND THE Ct-rf. Or ZEPHYRHILLS REVIEW DA7'1= � � �J, 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS ORDINANCES CITY 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5.1 ROOF PLAN 6.1 FOUNDATION PLAN 7.1 FLOOR FRAMING PLAN ABBREVIATIONS 7.2 ROOF FRAMING PLAN - AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air 8 LINTEL DETAILS SN STRUCTURAL NOTES ABV orAbv. Above FLR or Fir. Floor RAG or Rag. Return Air Grill AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed SN 1 DETAILS S3M DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing S4 DETAILS BC Base Cabinet BF Bifold Door FT or Ft. Foot/ Feet FTG or Ftg. Footing REQD or Req'd. RM or Rm. Required Room S5 DETAILS S6M DETAILS BK SH or Bk Sh BookShelf GALV or Galy. Galvanized RND or Rnd. RoundMEN E E BLK or BLK. Block GC or G.C. General Contractor RO or R.O. Rough Opening ST BLW or BLW. Below GFI or G.F.I. Ground Fault Interrupter RS or R/S or R&S Rod and Shelf DETAILS SS RETROFIT DETAILS BM or Bm. Beam GT or G.T. Girder Truss SD or SD. Smoke Detector BOT or Bot. Bottom GYP BD or Gyp. Bd. Gypsum Board SO FT or SF or S.F. Square Foot (feet) BP or B.P. Bypass (door) HB Hose Bibb SGD Sliding Glass Door D1 SECTIONS &DETAILS D2 SECTIONS & DETAILS BRG or BRG. Bearing HDR or Hdr. Header SH or Sh. Shelves C Carpet HGTorHgt. Height SHWRorShwr. Shower WP WATERPROOFING DETAILS CAB Cabinet HH or H.H. Hand Held (plumbing faucet) SHT Sheet CIR or Cir. Circle HORIZ Horizontal SL or S.L. Side Lights PA1.0 PRODUCT APPROVAL NUMBERS CJ or C/J Control Joint HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CLG or Clg. Ceiling ILO In Lieu Of SPECS or SPECS. Specifications PA1.1 PRODUCT APPROVAL NUMBERS CMU Concrete Masonry Unit INSUL or Insul. Insulation SQ or Sq. Square PA1.2 PRODUCT APPROVAL NUMBERS COFF or Coff. Coffered or Tray Ceiling INT or Int. Interior STO Storage PA1.3 PRODUCTAPPROVAL NUMBERS COL or Col. Column KIWALLorK/Wall Kneewall SW or S.W. Shear Wall COMM or Comm. Community COMP or Comp. Compressor KS or K.S. Knee Space LAUN or Laun. Laundry SYP or S.Y.P. TB Southern Yellow Pine Towel Bar CONN or CONN. Connection LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile D or D. Dryer LF or L.F. Linear Ft. LL Lintel Length THIKN or Thik'n. TOB or T.O.B. Thicken Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double DCF Decorative Cementitious Finish MGT Management (room) MAS or Mas. Masonry TOP or T.O.P. TP Top of Plate Toilet Paper Holder DEC or Dec. Decorative MAX or Max Maximum TR Towel Ring DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical DISPorDisp. Disposal MW or MICRO or Micro. Microwave UCoru.c. Under Counter DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack ML or M.L. Microlam V or v. Valve (shower or tub/shower) DTL Detail MONO or Mono Monolithic VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical o DVP or D.V. P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam in DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof �2 EA or Ea. Each OPT or Opt. Optional W or w Washer o EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) N ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor ,N EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood EXT or Ext. Exterior PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header coEXP or Exp. Expansion PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLT HT or Pit. Ht. Plate Height WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FXD GL Fixed Glass PSF Pounds per square foot WP Water Proof(ing) 0° FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) o FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room v N REVISIONS CV O 06-09-17 1.0 NEW BASE PLAN 12-28-17 2.0 2017 FBC CODE UPDATE O 01-04-18 3,0 ADDED HVAC IN LAUNDRY N MEAN ROOF 15 FT. HIGH TYPICAL o 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL 0O 04-13-18 4.1 REV. DOOR TO WC IN M. BATH FOR 2 STORY HOMES E 9 THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE g CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES LZ OF CODE SECTIONS. SEE o FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. CC, Notice to Builder & All Subcontractors C y It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed i Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations N undetected and not reported to the Designer / Engineer prior to o construction. All construction MUST be in accordance to the 04 information found in these documents. Any questions regarding `D 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. w Payments will be made in accordance to the terms of the agreement. C4 M Z 0 —C) z� z I� Z Cn CO w r6 p �V — OLU �V) U o0 m N w E pp N M Cn M M_ S aimU -M 0.9 0 L U_ 00 00 o ¢ m U) ao LL7 0 v 01 Q d A IL O V N N Z MNIb W Z Z H .2 i LU 4f N LU Zn T 24 o ..—w Z o co 9, IJ,1UM O v U O WWW.FDSEN 11 Li �?,OWN �s rP . h 0q F. X 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. LENIMAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z �Q ¢ce wit UEOO 5 U L) Z uJ a � J uj m ILIJ 8 6 V 0 LU Z }0 f z Z V f W F o 0 o ; U J L1J H U0 N O Z SRO "..-< Lu U a *k N �7 Z¢Z¢ W Q Lr) o � Z fV 0 � 36 � lJJ J Lr)tj.j rl LJJ < Z 0 a z o � F g~WWo go Z C Z ao0 0 06 Z g LU J t2 U o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4ol SHEET NO. C S O 35-SH to 0 Ln N m 00 TYP @ 2 STORY J S6 Q 00 ai E 0 LZ 00 w 50'-0" 11 4 4'-8" 8'-6" 8'-10" 11'-6" 9'-6" 7-0" OO H.B. 35-SH 6068 FAMILY4 CRM CARPET lit -0 20'-4$' (D AD S.G.D. 25-SH 25-SH TEMP. EGRESS MASTER 2X4#2SPF SUITE STUDS W/5/8" 8'_8"CLG. ANCHOR BOLT & (18) 10d NAILS CARPET 17'-7$" ao r G S3 W/#2SPF @ 12" O.C. 00 FIELD VERIFY HEIGHT PER MECHANICAL N CONTRACTOR (3) 2 X 4 #2 SPF STUDS W/ HTT45 w/ /s°aNCHOR 5'-11$' 2868 3' 11 _3'-6" 4'-3" O AC PAD 23-SH TEMP. O W U)Z X °°LLJ � M�� ggg TB o ASTER � BATH 8'-8" CLG. TILE 1A o -+- 2668 BI-FOLD i w �p Z J 4� I 5'-4" 2' tllz _ r� 3'- ao C7 C T �10 q Fo 12'-5" CO N N C BOLTS & NAILS +42"SLOPING HALF WALL (18) 10dLAU T C G C S3 H1�._ R.A.G. 8'4' jr LG. bN I 0 j I HANSON BO IA.F.F. I I I r; I o f I I R&S W.I.C. 8'-8" CLG. I Ca I I I c066� IF HU T - CAFE 8-8 CLG. TILE - 7'-4" _ 1^ UP 16R I 11 - LA FORMS ------ I I I I I I I I G I S33 I H1 110 12 I 13 I 14 I 15 I I6 I 17 I 18 I 19 - - 6'-8" - o I I tY -I I Q I I - - _ - 52 GG o GG S3 CD `r H2 - - - - 112 1 I - - - - - 13 111- - - I - - - - - 1 5 I I18 I I Q in 5'-0" 3. " X T (3) 2 X 4 #2 SPF DRYER VENT STUDS W/ HTT45 THRU WALL W/ 5/8" ANCHOR - BOLTS & (18) 10d o CC NAILS '� S3 r n EDGE OF SLAB 2" BEYOND WALL WH• CC S3 O BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC - -ilt S3 P.L. 16E O 5 W BOLTS NAI M 5/8" S G H2 , -8 C I m l A .. I W I OPT. REF.00 �N CD B W/ 2 0 HTT AN (1 )10d CHO 2868 rb I o _ _ -' - - - --------- 1 --- D.W.TUDS I o L - - - J 24 � - - - - - (4)2X4#2SPF W/ (4) 16d NAILS @BASE 3 CAR GARAGE 8'-8" CLG. 20'-0" - - 5'-11 s" CC S3 3'-8" KITCHEN SINK w/ DISP 8'-8" CLG. TILE N 5'-2$" 14'-10" RANGE 27 _ 27 ---- 00- - - - 00 ( 7 (0 o N 0� SIN c=1)wp PA TR �� vL4' `� A � 8' 8„ T I All Cl n TIE 0 - 165DEEP -' 6-82' 5'-71' 1'-7$" o 30 r CC S3 r - - - - - - - - - - - - - - - - - - - - - - - I I r----------------r I I I I I I I I I I I I I I I I I I I I I D I 16 x 7 OVERHEAD DOOR I ---------------------- S3 I 8 x 7 OVERHEAD DOOR - - - - - - - - - - - - - - - O -� I I I I I I I I I I -------- AT 8'-0" HDR FOYE '-8" CLG. R 5'- 1" ofoo FLEX - Ql 8'-8" CLG. 01 of 0 _I CARPET =I T NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. 00 0 0 25 SH 2 SH EGRESS _ _ H 00 O o I "' I ENTRY 8'-8" CLG. I I I I I I I I TYP @ GARAGE I I 1 S-10" 3'-10" 7'-0" '-0-,5'-8" I I I I r4- - - - - - - - - - - W - - - - - - - - - - - - - - - - 111 -0" __ 5'-10" '-0" 5'-8" '-0" 5'-10" '-0, " 8'4" 1'4' -0" 16-0" V-8" 21'4 10'-0' 18'-8' IT 50'-0" TYP @ 2 STORY J S6 (3) 2 X 4 #2 SPF STUDS W/ HTT45 W/ 5/8" ANCHOR BOLTS & (18) 10d NAILS TYP @ 2 STORY J S6 H.B. 0 00 (V v o0 o) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 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. Ed. 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -30.8 +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 �E +26.6 / -28.0 �F +26.6 / -32.2 Go SEE SN SHEET OH 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 11111111111111111 . - .:: TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B" 1ST FLOOR LIVING AREA 1880 2ND FLOOR LIVING AREA 1375 LIVING TOTAL 3255 GARAGE 679 ENTRY 159 TOTAL AREA 4093 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 RBLOWN- FIRST FLOOR PLAN ELEV-B (INSTALLLL EA BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: )/4 "=1 r-Orr (GARAGE / LIVING) �r z M _ o z CO z a E3 V) (D w •V � O11J o �~ U on COW r-E a)M rn a, - U O O N U ID C o ¢ s�co co N Q o 0)to g� M ¢ d B D® N�c� N N LU g 0 w z op C.:.a .s W Q(DM�o `a LUV t Z O H CU 0�� 1JL W a N¢M ¢ A WWW.F ❑ ❑ ?,OWN ����6► o •. J [ O F 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. 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 0z L w za w¢�a� UFO 0 Z LU z �ozz c7 0 'J` w �LUFJ a w0W,- ow �o J mVo z z }o zZ O a _0�3 O z roILL Z 0 � I-- coE U /�� (/) N M T wga oo0 IU- t LIJ �Oa ^ V z ¢ Z w Q N o �2 Z w Z W N ui 111 Wes'&�Z =LUzo J ,--I tJ l � Fa- U g d- Ct' Q Q Z � z �Z � �ZS ao co Z LU 2 - z `f ,-i a V) s SCALE : AS NOTED DATE ; 6/20/2018 TECH: MJAM ES VERSION NO' 4ol SHEET NO. 1.1 NZ 0 r- N � M tR a 00 E: 0 r" --------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I I I I I I TYP @ 2 STORY _ ryN I I I I 3 I I I I I I 3 J IN `0 W/ (1) D2 I I I I I I I I D2 W/ (1) S6 "' MSTAM36 13 14 15 16 17 I8 I9 11 MSTAM36 HU - - - ------_- 1 2 68 KNEE WALL 2 s _ R&S r--------- I c� TLL g 113 - -- v -1 w/ m M BEDROOM1-4 j 1 4 - -- I X 1NJ i2668 W ; �a; ��I BEDROOM 4 O L NO w H1 60 8'-0" CLG. R.A.G. 6 - -- DIN 16R I 1 t _ _ w 8 -0 CLG. CARPET 1 W . C . CARPET N _� cnw I /1I 4-SH 8 -0 CLG. I D2 OC14 N 16" DP. ----- w LINEN R&S TYP @ 2 ST RY J 1 8,�,,I 3'-Oz" 3 1 11' 42" 3, 7., -B20O8D r` �1 ] 1 _02- 1'-82 1'-112 7'-02" I 1 6'-32'&2) S6 2668 coMI-FOLD 1.668CN o I I 2668 16"DP. III BONUS ROOM 2 266 N 00 -R&S--- _ _ LINEN 1,111 ~I I 8'-0"CLG. N C.0 `y C Ro N _ - - - - - I I I 1 1 `' CARPET t;, r B?FO D LO TILEco N g Z ,?'-BA H 2 ti�6�T BEDROOM 5 co O m= N 1 LE �N N ILO 1 8'-0" CLG. CARPET RO -I 1- 0 U_ CO (D Q � 1 8 TP ",' T N 'IN I ((2) 2668 o BI-FOLD I� O T-2„ 6'-0" 3,_0" w 14'-112" o r I 2142. 11 �-42 -321 3 1 D2- / (4) 2" X 4" # 2 I i O A Io �o FIBERGLASS PF STUDS 1 25-SH EGRESS SURROUND TYP @ 2 STORY I rM 1/2 35-SH 3 W/ 4 2"X4"#2 H3 6 H3 0 1 0 J iv 1/2 35-SH 25-SH D2 D2 D2 D2 iv S6 I SPF STUDS I I i TYP. @ CORNERS �N BEDROOM 3 6-FOLD I In H1 H1 H1. 00 8'-0" CLG. I05 I 6 (R) 60 CARPET D2 D2 ED O O I I I 25-SH EGRESS 25-SH j I I 5'-6" L T-8" 14'-8" 16-8" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J Irn,_n,, HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI R.A.G. (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for 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 1 Ann 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 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE 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" oA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 D +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 OG SEE SN SHEET OH 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 TYP. 2x FRAME WALL I I I I BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11611 1ST FLOOR LIVING AREA 1880 2ND FLOOR LIVING AREA 1375 LIVING TOTAL 3255 GARAGE 679 ENTRY 159 TOTAL AREA 4093 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 SECOND FLOOR PLAN ELEV-B EXT FRAME 2 x CONDITIONED CEILING R-1KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) nm�seraer�mmmlllenratEnrmewe�W ■■■���� � ��■ 1 I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: Y4"=1 r-0rr (GARAGE / LIVING) r, C7 '2 z M 0 z z J a. z U) Ln C9 cn w � p .O w o 22 U or- ❑] N W E✓ 8 4) M 0) (M a) S ai O O N _ " ccoo o ¢ 0) in o 0 00 v rn Q o A 1 B D. N. C B. D. C N .w in v O M V N N m W Z W z w 'z C _ IIiY � LL � C, w W 1 ,' W y �CL 01oa Z Vi E C' Z a NJ N¢ A LL a 17,710 S JJ < r 04 S F t SEC ESSI + (ffifvZA;yt?.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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com IS 0zz �Q z G �a waCrT 0Z00 z U, z Z w z 0 Z Q a q> Lazo A J O U W LL N Zoo O O f z s z "� \.J (�3 L.L. 0 o 0 \i, Y M a J LU z U tJ) (V N u moo f0� maI 0 a O N (� ZaZ a WCa. Q Ln 01.U--0 z z N N u_o.o ui cc32�j W L0 W �Qz J ri LLI u7 � Y U, d- Q z Paz Z aZS m Z LU J to � z O 06 4^ � LL V SCALE : AS NOTED DATE : 6/20/2018 TECH: M)AM ES VERSION NO. 4ol SHEET NO. 1.2 I N LO O N LO ►i M 0 v v 0 J 00 a 00 G� KITCHEN MIRROR 0 r\ 0 i� MASTER BATH FIN. FLR. KITCHEN 0 80 a I 0 0 0 0 DW 0 00 KITCHEN ISLAND 0 F' MIRROR POWDER BATH 2 BATH 3 TOTAL RISE = 10'-0 3/4" 16) RISERS AT 7 9/11 10" TREADS w/ 1" NOSING Stairway construction and handrail to conform to the FBC Residential 6th Edition (2017) section R311.7 Riser height: The maximum riser height shall be 7%4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than Y8". 16 Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any 15 flight of stairs shall not exceed the smallest by more than %". 14 Nosings. The radius of the nosing shall be no greater that %s'. Solid riser nosings shall 13 not be less than 3W but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y2'. Beveling of nosings shall not exceed 36" H. CONT. y, 12 GRASPABLE RAILING Handrails. FIN. FLR. @ LANDING " PLYWOOD @ 11 LANDING Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically \ 10 from the sloped plane adjoining the tread nosing, or finish surface of'ramp \ slope, shall be not less than 34" and not more than 38". Handrails adjacent to a \ 10" 42" SLOPING wall shall have a space of not less than 1Y2'between the wall and the handrails. �a 2x8 LEDGER #2 SYP P.T. 9 IF MAS.) w/ (3) 16d NAILS \ HALF WALL Grip -size. TO STUD OR (2) 1/4"x3 1/2"J 2x12 HDR. w/ (3) 2x 8 Handrails with a circular cross section shall have an outside diameter of at TITENS TO MASONRY @ STUDS AT EA. END least 1 1/4" and not greater than 2" or provide equivalent graspavility in 16" O.C. FOR BEARING 7 \ I� r` compliance with Section R311.7.8.3. 2x8 #2 SYP JOISTS @ STANDARD (3) 2X12 \ Guards. LANDING @ 16" O.C. w/ STRINGERS W/ 6 1x8 CAP & Guards shall be located along open -sided walking surfaces, including stairs, cD SIMPSON A35 CLIP OR SIMPSON A35 CLIP TO \ CASING ramps and landings, that are located more than 30" and shall be not less than LUS26 HANGER EA. SIDE FLOOR SYSTEM 5 36". Required guards shall not have openings from the walking surface to the 1x TREAD (TYP.) required guard height which allow passage of a sphere 4" in diameter. 4 \ 1x RISERS (TYP.) \ Winders. 3 \ Winder treads shall have a minimum tread depth of 6" at the narrow end and 2X FRAMED WALL (3) 2x12 STRINGERS \ shall have a minimum tread depth of 10" at the intersections with the walkline \ (12" from the narrower side). 2 R302.7 Under -Stair Protection. 1 Enclosed accessible space under a stairway shall be protected with %" gyp. bd. 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 — 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR SECTION SCALE: 1 /2"=1'-0" U LO (M _ O z co Q oy E3 U) 0 ^^ '_=n L // V W Cn W � V Q �V — 0 w V E v 0o m N I..I.J E— ^ O) M M r0Co -0 M S N `6 O o 0 J__ LL 00 Q (6 O Y hpo Ln 0 v M Q O B D. ' t N 10 --i N V O 0, N V O O CO W �Mo�oz F �o �LLo w L1,1 - g `r .9 UJ go z 0 1 (2 o Z N LLE W a NaM �� a O V ❑ ❑ SRO WN "✓., \`\\.`\N, F LO E S S t O��A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L A R 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz 0 L u za f w¢�� Uzoo oo�� �$�? QLn UO LLJ Q Z o Y U fz 0 Cr g O (43 w z �a uJ o ur) N z Opp J f� uJO�a oa Lu Q Lr) Z N it?�a J r-I W L1J a w LL < z o gr-o � z Z t aZg �- Z o CID rn 00 Q ..] 2 ,-1 a cn o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4ol SHEET NO. 2 N 0 n LO v, I 00 m D2 ;✓ W Cam. E E 0 x a [Z 00 E I 12 3 -----2-0—------------------------------------- TEXTURED — CEMENTITIOUS FINISH ON C.M.U. (TYP. ) 8' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. _I I SPECIFICATIONS 12 5' RIDGE VENT General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. R703.12 Adhered masonry veneer installation Adhered masonry veneer shall be installed in accordance with the manufacturer's instructions. Attic Ventilation FRONT ELEVATION B Attic Ventilation to be incompliance 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% SCALE: 1 /4"--1-0" but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use tf following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. *"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed 1c, r JQ!Z�12_—__-------------- �3.5 2nd FIN. FLR. CJ / WEEP T.O.M. - — — — — — — — A — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 — — — — — — — — — — _ HDR HGT_ 0 ---- F.FL_ 00 bo LEFT ELEVATION - B 11 =1 I -Orr (f ll X( �. z Cl) 0 _ CD z� z Q E3 0 cn c� w DIM +J (--I V — O w 12 V) (6 U M o 0 CO CN 1.l.J E S 0) M M W -0 M _0 0_S NO U N < LL00 000 00 rn Q o 1& � C, 0 rn Q o B D• N Yc N N C2 e zo W ��� Z � �' z M ib Z � a a w w W yam. W V Q ��- o � a Z10� o — f �$¢ IC N Q�g-8 ¢M' A Q W N I WWW.FDSEN ❑ °�00(t0 W1V Q''.'�•SE .• N 0. ••.•.•.FLO w ,.•' J�,�rr�rR0FCSS\0�\���� WWII I I I III%\\\\\ 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 - Residentlal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LE N R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o rn w� z a F VJ z �480 zWI V Z _O ( p.7 O� �a A `J I O N Q w F W J 1 1 1 ■ • ZO } V aZ LU z -0a u ID N 1110 ID z �f o Un (V M ¢ �-- o9z 0 Ili P Y o e a z ��� . cm.) J �i ILLZ�Q N 0 ,Q 0 OWLL0 z z O w=�E z CV �aoo� W Lli Ljj � u z 8 J rl Ll1 n�8 zWWzz *k Z boo m 00 z g W = �w o r-4 a Ln o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO. 4ol SHEET NO. 3,1 tV L0 0 P N I 00 i x m v E fn C2 O J T co co w M Q 0 Co MIV bo 3 TAB SHINGLES. ROOF ITRIDGE VENT INSTALLED AS PER MANUF. SPECIFICATIONS 12 HEEL HEIGHT _ _ �^ ------------------------ -------------------- T.O.P. TEXTURED — CEMENTITIOUS FINISH OVER SHEATHING (TYP. ) 2nd FIN. FLR. T.O.M. HDR HGT. 8' RIDGE VENT CJ 4' OFFRIDGE VENT CJ 12 3 JS A.U. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. R703.12 Adhered masonry veneer installation Adhered masonry veneer shall be installed in accordance with the manufacturer's instructions. Attic Ventilation REAR ELEVATION B 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% SCALE: 1 /4"--1-0�� but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ, IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed RIGHT ELEVATION - B SCALE: 1 /4"=V-0" Z M — o z04 z a •V — Q W m �� ~ C,U o r- m N W E � - 8 N M m M m M .-O O O N tb -C U_ 00 -00 fn x r` ¢ rn ac rn Q o A1 MD. N C �C.B De -. 4r- O � G N O C') 00 N '� Z W (h M m Z � Z W � Q W 6� p Z LL w 0. W v cn LLZ Q N ¢ Q W a `,��ttututtRli�ie�`� F AJ % �_ •• • J 5 \ FL '• �Izy"'OFESS1o" \,\\N`,• /������11d I I! I t t e To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €o 3� wo zc f z LU O Uz00 z0W F = 0 z Z J a � 0000..fts w O��a UwtO in a J w z z }o �Z Lij 0 in a ^ ul3 o N Un M Q CC . Opz Y 0 I� U 15 Ww Cc ma Zk N �a�� Z¢Z� W ¢<Lu Z Z N N o9-18 ,� o �a�t� W aw�8 0 T"I W Q W U 09< a a Z LU11 �z Z � 6� m 0 Cb z LU _ z ¢f T•-I a c.n o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO' 4ml SHEET NO. 3.2 Cr, v 0 0 CV LO O P LO I tp m'. CN r') OI v in N O of 0 2 i v+ o' a 00 N O a E E v c iu r7 E2 .0+ U 2 U 1 U .0 0 CZ d 00 2" 1" 2„ *NOTE: VARIES 1'-10" 12' CAP T CAP N cv FOAM TO BE USED 1" RADIUS �''' ONLY WHEN REQUIRED BY 3 1/2" RADIUS 1/2" RADIUS N - f� iM eo `� COMMUNITY SPECS. IF NOT, ����� DETAIL TO BE 1" 2" OPENING VARIES 2" M2--� ~ 3/4" RADIUS 4 1'-5a BUILT W/ STUCCO. 1/2" RADIUS 1" 1" iv EDGE OFF 1" 4" VARIES - - 1" OPENING VARIES 1 0 22 VARIES 1'-4" N 12 VARIES rIN 1„ 1 0" 1n 1 1/2" RADIUS T 4" 3, 4 41, 2 I CnN 2„ 2 1/2" RADIUS � r -.y _ *-IV T _ f+Mla t9 lf) M� VARIES 12 - _IN M 32 11" 32 BASE CD N BASE 3" 1„ ,,, 2 N T ja4 2 T 4 , 4" 3N 12" *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" — OPENING VARIES 2 _ 8N 1" 1'4" 1" DETAIL TO BE � 2" 2' ifl BUILT W/ STUCCO. EDGE OFPi 24 • OPENING 6� T 0 1-1/2" THICK 1-1/2" THICK 4" 101, N 24' 10.E 6" N HIV co _ -IN A"r M 7 3.. 4 2" N 2 4, 3" 6" 2,. 2,' iv cn cn TM — THICK gig Z1" "2 24' SIN M °I* r7,, 52 2'"4" 1'-10" 1,-5„ 5�" 4' 51" 4 _ IN a'9 4 1 " 12„ O ������fff VARIES VARIES 2 (V LU 22' I i VARIES VARIES 4" 8" 3 G 0D r--------- c�l ; iv i dD - I _ �a �1 �ry %� 6" 4" CV CV KEYSTONE F11 0 OPTIONAL KEYSTONE F11 r` OPTIONAL C1 � Rs" CO 2 44' GD R41.. 4 s., 3" L T �� �'' 2' ' 4" GARAGE DR. OPENING a ' 4' WINDOW OPENING 4" 4" k--� NOTE: INSTALL OVER STONE, TY P. rip", VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 13 1' 63" 11i a 11 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED a a 2 54" 1'-1' 54" -8" 7" iv 1 " T 4" 3'-0" 4" 101, 1'-4" 101, T iv 0 00 �. co N till CD i" 04 i iV 00 O It M M T 2 1" CV O GENERAL NOTES: All 1.5 LBS DENSITY STYROFOAM rx "J• • POLYCOAT (HARD COAT) ACRYLIC SAND FINISH i r. M o Z U)E3 - � U n 4--J Q T 0 f- uOIM N� N Cl) O C) m t� Ep NMI,1�- CDM MMM N '06 th U obi N p —0, t I`I I, II jl C) 9 ME � LL 00 no y� ON rn 0 Ln 00-� M Q 0 A® B D N C H D C '�v-Will /r N+ Nf0 � �f � Z gCC, �Z � z Li ro.� (Lj W ' LU C .= u 10 a -s Z = o V,�a _ _ cQoL a hy Z Q -N Q A L W 1 N¢ M r A 6 N WWW.FDSENG.COM ❑ 00 0 CV O C14 O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennaLTamp.al.com OZ 0 i~ zo w ¢ 0 00 VZ Z u J WZ y0g Q Q LU 0 liJ LLF N Q� 2 O O LU /1 zz0 ry O z a fu 0 > O z �U1 Ul N M Cr w H o00 0 J F- X LLJ w m d uap'd N z<Za Luca aau� Q N o id z Z N o O 8, '0 W L.ii W = Q z J T-I LU 2:a 2:FLU z LU LU d- ko .�.�i!}.' z =Ln8 a a 1 0o Z g _Uj 'ri vi Z ,--I a cll o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4ol SHEET NO. F1 - I � 'tl.11 I w.., r,. IaaJH I:.IIi I, nll 11 :L�¢Ih� !,'dy .., I�YI 'I I��I Ii ll. .. I.. I � 7. 1 i I ---I l I —I I I I I I,' I'! N O r- LO I m w tI EIs tp ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL NEMA 1 200 AMP n 200 amp 150 amp copper to lights & outlets copper to 20 amp ckts 2 copper to W H 3 copper to Dryer or 4/0 SER Alu POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground LROUNDING BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ----------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory, 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' 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 _'4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE 4-P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 0 ELECTRIC METER wpn ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ^® ^ ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN E39 (1) PHONE LINE, (1) DATA PORT ENTRY LIGHT AS PER SPECS VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" z M — o z Q rN E3 V) z VJ to .,--J W �a �V — OW t- toZD E ,� U �� [O N W O0)M 0) (M Cl) — U = N) O O N OO LvY LE OD oYti tT d rn Q d B D® ' 1 _ N � � N :�_ ,..7 Z W M m Z W Z 0, o ua W W E a O e 0 C4 0 Ern LLw: Z L1J N¢Mr a IJ IJ WWW.FDSENG.COM 0 0 N 0 N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 06 "X Z Q w ¢ M 0 J zU CL J �0wZ ,2 d Lj Ou wN U Z o Y U Z W Z '0 �/ ro W o ' d' °C J cn N M © U- 80o f o J.#y? <� '. w�Cma ¢ a Q � 0 z<Z< 2 w �o W Q Z N o w Z N 0 oCY OW < w w g~o - d Q Q Z raZ z �ZS �O O Z LU 2 a Z � rn T__1 a cn s SCALE : AS NOTED DATE : 6/20/2018 TECH: M)AM ES VERSION NO- 4ol SHEET NO. 4.1 .li tl �'�i,li.i,in�ll.11ll lul iIIII�Iii l it ��. M LO 0 r- LO N 02 m Lo 0- n 0 0 fn N O J 02 1.11 tR Q DO a E 0 x Cn LZ W ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 1 200 AMP #12 copper to 20 amp ckts 10 #10-2 copper to WH AT 01 #10-3 copper to Dryer METER MAIN O2/0 or 4/0 SER Alu 200 amp tr 150 amp POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' 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 FqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET h SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. 24 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE n RECESSED LIGHT FIXTURE �J P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P13 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT p]M ELECTRIC METER a ELECTRIC PANEL t DISCONNECT SWITCH SPEAKER (OPTIONAL) ^® 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 ----------------------------------------------------------------------- I I I I I I I I I I I I I I I I I I I I I I I i I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l.,l C I I I LIGHT W/ TDcL W i I i i i ! SWITCH IN I—_ 1 I I 1 I I I I I I I I I I I I I I I I I I I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J UPPER ELECTRICAL PLAN SCALE:1/4"=1'-0" CD vim zCn 0 — o Z c`fly Z Q (D a U, Z L/) 0 (D(uo w �V — 0 w cn o o (u 0 Co N Lu E co)M M V not�_ S ai C N O o 0 U ru_00 o Q rn in Q o L.'0 rn ¢ o A 1 B D. N C n D C N N m� O MN h N Zo O O M N W Z Z W �"a � � z U) (7 C W_ LU N?C? m Z M oM �Q ZH�=°N� us N¢"'7 Q 1:1 El WWW.FDSENG.COM 0 N O N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 W� a� f� w¢a� .460 Z Lu U 2Uzi Z z �.2 a w 02m �6UN Q � 0— " /1 J z o U 0 �.L U 2: z a 10 ro02: 03 s= a� lO U Z J J w o N ry) LU . 0oz µ W Oc'a C, N CL Zws-4 Q o ceg Z Z N N LU 0a W Lr) tL � z J ri W Z rn I- U $~o Q w z � Z Z t �zo vai o 00 O Cb = aFn ,—I a to o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO- 4ol SHEET NO. 4.2 �i : u„ 1 tl� i"I-1 1 ;—fX—'JITiil11 it : f I 1 11 - I� 1_ I I I _� T I (D!;2 LON Z M _ o Z° Z� LO Ut � w � o L' to o C6co o m LU ~ p N M co C c N M U � N '0 M 0 _O o A- V- 0075 00 0 ¢ O 0 U O cr) Q O A 1 B D® N C B D C ��my ; _ N Z IS11 C' Z z � ` y M 00 Co r ULL�w u" yW2 w WW ¢ c 5 a � rz < M �e� Q Nr S E .FD .COM lit i a �0a o kSk To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z Ce z Q z E �F uj U�00 z Z =oz CeJ Co a� A � OM t-N '�` Q 6 LU Z O r U O g Z \1./ L43: D r �N Z z © J W U N M __j LU9z oo o., J ti O Qhe UA "o � m a O w N � °0 W � < Z Lr) �ij L'u $ W o z N N �o�u_ w J L rl w w g �� g�< z z cc z zo m ao Z g w = �o �Z a .--q a cn s SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION N0. 4ol SHEET NO. 5.1 i fli i.IIT IJ 11PINTAA 011119Ik.1. 11IIU...: Q a E 0 0 r" n 4'4" 5'-2" 34" 6-10" 2'4" T-10" T-8" T-10" 5'-8" T-10' / / 3-6" STEPS AS 2'-0" REQUIRED TYP @ 1 STORY PER FIELD M ° U.N.O. / / 10'-2" t H.B. CONDITIONS / / ■ ■ ■ ■ ■ ■ ■ ■ _ _ / ■ ■ Ir----------------I--------------Z----r - - - - - - - - - - - - - - - - ---------------+1-- rl --N-- ------\. LAV I PROVIDE 1 z" RECESS I I j III ( /I I FOR SGD. REFER TO INDICATES FILLED CELL w/ 3000 PSI 10 MASON'S SLOPE FOR I I I CONC. GROUT FROM FT. TO BEAM III I I WIDTH W/ (1) #5 REBAR VERT ABOV SLAB III / I TYP @ ALL PLACES SHOWN I {Q/i1ER HOOKED FTG. DOWELS 5" E�BED I ■ I W/ 25" EXT. ABOVE SLAB "G ADE 40 1 u "' ■ 2'-6" x 2'-6" x V-0" STEEL HVAC CHASE I w/ (3) #5's EW I I I 13-1/2" MIN 3000 PSI CONC. SLAB FOR BASED ON / / // I HERNANDO COUNTY ONLY LOCATION LAV�� If 1) ■: I I 13-1/2" MIN 2500 PSI CONC SLAB / / CJ I ■ I OVER 6 MIL VISQUEEN VAPOR / I �0'-65" j 1 BARRIER 29'-53" I I 0. M I 1 S3 N 1 -fi-CJ- / 1 - - - �J - - - -! - - - /�/ - - - - ■ I 1 / 1 1 I 1 0'-0" I I / i/, //' r L_J , I I I I I/i/ � __ J I I 21'-10" //// L — J 8'-112' / / /// 8'-72" --- II ■ 9-114„ I M� G N ■ 1 i� 53 /i/ //V I O I �J i :9 7„ �, I 1 ---L� 1- I IIII 1 I I t I I IL s" I SGG I7I O I I I I6' I I IIII 19'-104" I 1 I 'T 7' I// /r114I n 1 3'-0" x 3'-0" x V-0" 2'-6"x2'-6"xi'-0" I — — I// 1 i I �- --- LI I I ------------1-} `_9 --I---`� ----------J w/ (3) #5's EW w/ (3) #5's EW / ------------ ■ -- 1. 91 r3'-101" 31/2" Mir � I ■ 1 I STUB UP TO I 1 C I I I 1 2ND FLOOR I - - � g1. FOR A/C 1 I 2 STORY BUILDER TO 7 2'- 6g 7 GG 1 Cn PROVIDE APPLIANCE -9$ 2'-8" -9g - _ 1 CC S3 1 161 S3 I PROTECTION WHEN I REQUIRED PER FBC I I I I CJ I_ I I II1-75 I�r I ■: II I III I (, II r) III I I '�===�L� CC 2'-6" x 2'-6" x V-0" wO I S3 I I =�JJ--IhI-J w/(3)#5'sEW I 1 INK w/DISP I II I I 1 I I I OPT. CHE TO °d� I 9'-71' 19' 71 I I REF. 1 IS ND II 00 I I I J 1 I ■ j LRANGE II N ( I I 7� I I 2 STORY CC CJ 1 1 I ■ I /_� II N S3 I I N I - Q I - - - CJ — �— - 1 CJ - - - —I -� - - - - - 1 - - I 1 I I WC LAV I � I I 1 ■ I ,__� I ■: L__ J C :3 I I I - - -1- - - b (2) #5 REBAR 7" J (2) #5 REBAR I VERTICALS w/ in I S3 VERTICALS w/ in 8'-4" 2'- " r 9'-11" FILLED CELL FILLED CELL ------------- .. --__-_17, _- I I 1 I J I I I S3 1 P OVIDE%2"x9"----� - RECESS FOR FRT. DOOR f 1 3'-0" x 3'-0" x V-0" b� 1 0_0 r---- --- - _ J w/ (3) #5's EW T I "T I 1 -Cj 3 1 /2" I k 2'-6" x 2'-6" x V-0" 1 3' 6' 3' I 10" T-10 3 - " 4'-0" 2'-0' w/ (3) #5's EW I L — _ 1 I I I 14'-8" I 1 6'-8" I 8'-0" 1'-4" '-0" 16-0" 1'-8" 1 2'-0" x 2'-0" x 1'-0" 1 L W/ (3) #5'S E.W. I S3 1 TYP. (4) -------- -------- -- ----- L S3 7,-011 7-0,, '-0" 5'-10" 5'-8" 5'-10"7,-0., 10'-0" 18'-8" 21'-4" 50'-0" FOUNDATION PLAN - ELEV-B, SCALE: Y4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN.- FOUNDATION PLAN w �w a CONTROL JOINT DETAIL SCALE: NTS #5 CONT REINF. SEE ,�: ; . , • '•_ FND. FOR QUANTITY #5 X 25" X 25" CORNER �'' • �' �' BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. • ; • ;Y,; •'; '•_ "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 Z co O O Z N z aQ a 13 cn 4--J w is p "O w o U Cl) m w �- $ I� M � 2� M15 = y? ii O o 0 L LL <0 rn co.o Lo �v M Q o Al I BID. N C B D C rA Z W g� LU WLLJ Z 0 gC. LL Z Q W N¢ A WWW FV5rWq1LQM W r U 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z W <a LLJ <= Z U 8 a Z o U �OZZ ^J I � Z 0 � L. Z L�� /�` '� O V Z Z rU Q fZ o �— Z a z -0 M ; 0 o O LL U U) r4 Oz o f UOW2 N ZaZ� k Q Z L0 N ��H �` o Z N )�2 �Z2� LU W Q W Q z a�zZ p~ � o F ��_ ..��..��.. lO Z U a 0 aLn oS m O 1 00 Z 2 of rn T-1 a cn o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4ol SHEET NO. 6.1 7 - - i (I�i l I� E r Jti &s e r l _iliAi .ice L� I (2) (2) N O N LO to co I = r')) O v (n CV LO O J (2) �I Q 00 9■ P. v.O. UPLIFT CONNECTION CROSS-REFERENCE 6,e0/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 518" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. 120 10dx1.1/2 J HTT5 4350 3740 518" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8" ANCH. 1(28)10dx1.1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD * 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 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 1 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 1 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d P2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L 1480 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 (+ t) (B) 777 11(B) (A) (t 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/ 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5 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. MAX 2x12 @ 24"o.c. CUT TO SLOPE 2x12 #2 PT. SYP. LEDGER. FIELD VERIFY TOP OF LEDGER W/ RT3A TOP & BOTTOM TO LEDGER (MASONRY) 1/4" x 4" TAPCON @ 12"O.C. TYP TOP AND BOTTOM (WOOD) 1/4" X 3-1/2" WS35 WOOD SCREWS @ EA. TRUSS VERTICAL SHED ROOF DETAILS SCALE: 3/4" = 1'-0" MAIN FRAMING PLAN - ELEV-B SCALE: %4"=1'-0" I I is C7 ica Z o — O Z Z Q U)C1 (a) C +_j w C) V — O w D-*V) m U o0 CD N LU E co C: C)— 0 Cc M S aim S m T - O o 0 -C LL W 00 0 Co �o 0)Q U)co U, rn ¢ o N_ N O Z LUgM�Z z° LU Lil z ����� ° Z N m M oc,oLL Z F PIP 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. L R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 �o za f Q w ¢ ne � U400 2 FOOC� S 0 z J O �WOao K N O O 0 J �Z a Z o O a cn N M LL-Y� 000 o 27- u.N,. zaLU wc< z Q N � Z -P 821* fV aoZ � LCU 0 Z 8 J r-1 G � U gam Q Z o rQ` OR 1,0 Z t 9z �_0 CD O 06 z Q :5 = J W, a rn ,--I 0- cn I o SCALE: AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4ol SHEET NO. 7.1 N Ln O CV r- 00 LO CV M O v in N O J �I00 00 I I I I I I i I I I I I I I I i I I I I I I I I I I I I I I I I I I TYP. @ CORNERS "P. U.N.O. UPLIFT CONNECTION CROSS-REFERENCE s,za,ra MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dx1-1/2 HTT4 2715 518" ANCH. / 20 10dx1-112 J HTT5 4350 3740 5/8" ANCH. ! 26 10dxl-1/2" HTT5 3225 5/8" ANCH. 1(28)10dx1.1/2 K HD3B * 1 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" 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 1-1/2" S MTS16 1000 860 14- 10d x 1 1/2" MTW16 1 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d HCP2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19:2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) c•\17T 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (6) 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 I—). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 va STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER —(A) $ INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. 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. UPPER FRAMING PLAN - ELEV-B SCALE:)/4 LO M 0 — o Z coy z _Q U, z Ln CD 0 cn (DIM 4__j w u O w It F— U N cM � C5 m w — o a) cN) QI M N U 'O N O _O Co— < o Q m in a o Qv rn Q o B D® N C H D C N° v O. V10i N WNoQ z ao Z U)Z ° a W ymLLo z Q L,LUj ult�'W.F Zz uJ LLI �d ay, faO�ESSI�DK \ , f�Rl�rt�'f�f°« ItiEtgEE�,l4a\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. A 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 o Za 6 E F ll < w x �z00 ZI— Lu Z T n w Z �C'JJ z aw0� O N Q Q J/'� W uj 8�o z 0 0— A U Z Z a C O _ ��/■ V < z �a U I N L wQU5 °0oM o� xO � �QQa C4 w Q Ln a a Z Z N N � 2oao � 20 LV J Ln r-1 LLI W 0Lu Qzo N I- !Z9 v z Z 9�z A" TA Z 'un m 00 LU0 z aW SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO- 4ol SHEET NO. 7.2 I11111 __ any .i1�A. ITI 0 n u7 N ao Q 00 E 0 g (n 8F8-1 B/1 T O GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. T 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 SL ff O O 8F8-0B/1T 8RF6-0B/1T j. © O O O O O O O O 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T o O 8F20-0BA T 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1T FORM k GROUT SOLID 9• O W 05 BAR CONT. 8F12-1 B/1 T O VLINTEL DETAIL SCALE = N.T.S. low 0. E Mo TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = w 8F16— wlT 'o tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- 0 HEIGHT MATERIALS c-i-f p a�intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8, Mortar per ASTM C270 type M or S. #SREBAR AT TOP IN. (i) REALTERNATE POWERS MQ'D i/2 STEEL LINTEL CLEAR O ae d .M.U. #5 REBAR AT TOP 4 ° e MIN. (1) REQ'D ° 4 1-1/2" CLEAR a a A d d c GROUT r J O Q � 5 REBAR AT = - rn w 4 O BOTTOM OF r'- Z w w w 0'-n LINTEL CAVITY 0 0 1- u Lu -BOTTOM o v REINFORCING ¢ "r C7 Z u 7-5/8"ACTUAL PROVIDED IN LINTEL Z o w i1 ¢ - C7 No Lxu D D � �, <o #5 REBAR AT B( AS INDICATED dOMINAL WIDTH (VARIES) c~n uo o LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications S 5-10" LL O 6'-2" LL O O O 6-10" LL 6'-8" LL 6-10" LL LINTEL PLAN — ELEV—B SCALE: %4"=1'-0" C9 M — o CO Q U) C21 w �V — pw Tu �(A U o0 m N W � — O N M 0) N M ae' i O o N 0 C o Q 0)'0 o_ o 0 v rn0. Q o B D. N� N N W -2NmZ Z z U) J w �. � W , W N"WN w W10 Z ova � N C O ¢ LLw •yw Z Z Q N¢ M A W Ci 0 �— J.. b C" 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. 46,1 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z C�C �Q Z ¢ H YZZ 44 w Q K � U Z O 000!� �0ZZ ate-' a pro (j WW� LL N L LU Ln Z ZO r O �-- i Z Z Z _0 \../ 3 D /� .V Z O J JLU M w � ui O0Z ¢ 4 o VYV vO'Cc r".0< N � Z¢Z� ww¢ li ¢�w� Z Z N ('*4 oo o c'2!i LLJ L r) T•'I U � o F U ..� I.I.. a Z Z LU WIZ 1,10 Z RZS ao co 00 Z 2 �V a Lu � SCALE : AS NOTED DATE : 6/20/2018 TECH: WAM ES VERSION N0. 4ol SHEET NO. , 8 N O Ln cV I 00 m cn N n 0 v N 0 J CAI LZ I I I I I I I I I I I I I I I I I I I I I I -------------------- NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTE RNATIVES ERNATIVES HAVE BEEN CREATED TO REPLACE CC C MANY A- A Y OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE OSI E 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 HAZAR DOUS RDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1.. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR, 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS, 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL WITHIN 45 DEGREES .7 RAD F HORIZONTAL] [ (0 9 ) 0 SURFACE ADJACENT TO THE GLASS EXTERIOR, 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14, 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-061b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2, GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7, FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 3/a" WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED FBC-R R301C "' WIND EXPOSURE -- ( ) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) 4, 2, 6, EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND 4. 3. 0 U SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GR ATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE r SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSIITPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ „ 1 �� �� 1 �� FASTENING SHOULD BE TYPE W 1�4 DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALL CONFORM TO: Fy ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL A52 -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0,162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4,5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2, FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1-"A permanent sign which identifies the termite treatment provider and need for re -Inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least T-0" away from the building side walls. 3. Irri ti n/sprinklers stems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfili is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete ove o and mortar along the foundation perimeter must be removed be ore extenor�Sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services", 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. CD V Z ce) _ o Z N z aq V) CD c� w .O w c F- ('� U 0M o 0 m N w p� '- E m M (M N ca M S tll 0 0 0 tl C� < o 4 cco .5 o N ao rn ¢ d A I BDr NC.BD,C 1e wYQa N N O �k LU �M. Z � z LU a w } c'� W C 3 � vcn Z 0 Ow o C, x H o Z M E ov dap �r V IUL m < (VC, N W U1 f` o �i 0 N uJ �p F�� i \�\ ,ta�f�'a'6!l14l16tt\1+Vi 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 €0Z00 za �a < Lu oo8yo Z U Q �aUz re M M z M w z8 fz 0 z Z _0 `� az 4 Iry J z O w Uj U �n �y 9 opz ac,� 0 8 5gm� u0aa z<OZ Q Ln a0f0 o0�0 Z Z N �b�o Fy 0, J T I I.I.. X G Q Z <t�"o 8 Y V g~r �a�z Z t DVS qo LIJ _ J Z �uj rn ,-I a cn o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO. 4ol SHEET NO. SN J 00 rb 1 -----------------------, t I I I I I I I I I I I I I I I I I I I I I I 10'-0" TANK -LESS W/H CORNER OF L� HOME H C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR 1'-0" o ° o GAS METER O 0 -1 U O CV 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 'I T-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0_1 J 15/32" CDX co PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: ' FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + z ++ + +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 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 ° k 1/8" gap ° k + 12 FILL CELL STD. 900 HOOK BOND BEAM w > STD. CONT. #5 CONT. #5 HOOK BAR BAR 17 #5 CONT. FROM T1 TOHIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG, WALL N.T.S. 1/8" min. 2" min. 2„ }Small gap „ max. 4 lmax. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. IIL�I`�11 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with side nailing. Hangers fjoisesnot containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) �l Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate 8 BCI 5000E 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- d BC16000se BC16500s� 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over 1 blocking and wall or beam below.* — — — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 6� A 1 2" ROUND HOLE MAY 6.� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6, FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. us& Backer block (12" wide min.) Nail with 10-1 Od nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth � _z I -JOISTS BUCKETS N.T.S. SIMPS( w/ (22) NAILS `I 5/8"D THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—� SEE PLAN FOR °• ° .'o . ° FOUNDATION INFO ` a_ .< d ° STEM FOUNDATION GRADE REINF. SEE PLAN 4 n ttr��Tl .I I 1 _i; 177=—d � 111 (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �� LOCATION OF SECOND H10A SIMPSON H10A °° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION �n�n�i�nd 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE d 0!�=�T�I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION A d ° d PVC OR SCH40 SLEEVE PLUMBING LINE g d . SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0 CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE dO' d d d ° SEE FND. PLN. SIZE & REINF. U° zM 0 _ C) z z U) cn0 n, Cn w •U — 0 "' o C) 0� m N _ H E M M U _C o0Q C3 �" o Y n ¢ rn "It C, rn Q o B D• N �O �+ N t9 M W- Z 6. z z w� F = a U) QW � Q E E Lil " � a Z 0 SC UMaH o�°I.,°, o Z W N¢ E Q wID�54iNGiC // ❑ ❑ 40 Y c � i �',.'i' �• • Z. w �.. � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L NR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Z Lu wa�� �z00 Z LU¢ z =0wLu � Ow a ROwco 8M o w I- zo } U gZ z � N� ro _I z O �LU U U0 N M ~ w9 Zo 00 .s ;N I— cu 0 ce 0 Q �# Z`Z� W<< Q Iln Z Z N 0 III & tj J Ln LJJ ¢ Lu � z o UJI Q a gazo Q Z � z Dzo 90 m Qz W < z rn � a Q SCALE : AS NOTED DATE: 6/20/2018 TECH: MJAM ES VERSION NO. 4 . 1 SHEET NO. SN 1 I I I I I I I I I I I I I I I I I I I 1 I I — — — — — — — — — — — — — — — — — — — — — — J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGH---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR / PLAN �// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24' O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAilk ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/Hr 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 c.1 31/4" BASEBOARD PORT AT EACH LO 0 FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR L, MIN PSI MAY VARY PER TO CUT BLOCK OR POUR � MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w a NOTE:EXTEND � W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 - o MIL VAPOR — - I � _ Z T -06 9 _ BARRIER p �r 4 D; _ I_ N COMP. SOIL. o (COMPACTED TO 95% MODIFIED PROCTOR 1 �- 4 ASTM D1557) 4- 3" MIN. CLR. (2) #5 REBAR CONT. o ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE o U.N.O. DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" 53 00 K W ML OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB \ PAVERS BLOCK WALL BEYOND O.H.D. RECESS SEE A/S3 OR J/S6 -mil LIFT I I I 1 i 117 FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STOR) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH co ° �. .11 IF A 114=1 I I -I I r I 8„ 1 -.1--T . -, ..r, . 9 1 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rGG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: `FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x STUD 8" C.M.U. I I 1"x P.T. STUD #5 VERT. IN FILLED CELL N I I I 5/8"4" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR 1 (6) 1/4"x3 1/4" TAPCONS I I SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED ' GRADE 00 p p o ° D I —III —III —III —III —III � p D ° ° III=1 I I —III —III —III —III- z a ° III=III=III—III—III—III iv 7-11—I r FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° GRADE 00 _ _ _ _ • _ - _ _ • ° " • -Tr •lam-rtr rr- r- IE _ �T(1) #5 REBAR w/ OPT. TTT=TTf-iTi-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 —III ; TIE H_�II � _ 00 .- SEE A/S3 OR J/S6LI 1 I �I , I Ii LI FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12' O.C. @FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"0x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR . @ 24" O.C.) 211 A.F.F. c� z ELEV. 4-3 1/2" -0' �31/2"MIN. A.F.F. b , p N D 00 31/2° TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2"HIGH STRENGTH —� 5/8"O HIGH `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2) 16d TOE NAILS @ EACH END .) /2" GYP. TYPE H @ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. �1) ROW 2x BLOCKING @MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE Zx P.T. BOTTOM PLATE 6x6W1.4xW1.4 2„ 6x6W1.4xW1.4 WWF OR FIBERMESH /WWF OR FIBERMESH �T 31/2"(min.)- 4" •" r it rrr�! �-rl °O tl. .15, 7 1 1 (2) #5 CONT. 4„ - 1-4-rrT r' ` 8,- U.N.O. MIN. TYPICAL BEARING WALL OCR STEP (cry SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" eGs• -2x STUDS @ 16" O/C INSULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK PLATE WASHER TYPICAL 10 IMPSON SP1 w! (10) 10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR E PER MANUF. #3 OR #4 REINFORCING BAR — — �- .p Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi c ° t.. FINISH GRADE oo 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] —III -1- 6 MIL VAPOR BARRIER - —111 I I o ° I I—IJ- I _,. —_ �° T TEL R 1 7/8 I I --I I TI 1=1 I I- 04 �I I—�—I I 1=111=T #5 R'EINFORCING BAR #5 LAP SPLICE COMP. SOIL. (COMPACTED TO III • ° ® - j -�-� 95% MODIFIED PROCTOR ASTM D1557) 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB Ol 1_ - CONT. BEAD SEALANT ° a a INTERIOR 2X STUDS @ 24" O.C. U.N.O. a GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 `I ' _=_El WWF OR FIBERMESH0? E = - I I=III= I I=_= M 6 MIL VAPOR = �'� =Tiff, = I IBARRIER =i-„ I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE t> w p can :III —III —III m 6 - co (2) #5 CONT. ON 3" CHAIRS 8" V41 (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL _T BEAM SIZE & CONNECTION INFO (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. .E 6x6W1.4xW1.4 WWF OR FIBERMESH r D '�-{�}'�'�—'' 0 III —II III�II F�—� T 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 i .1 in" nEneeo rnn VARIES a a 1A11 d tAn n J 2x4 #2 SYP P.T. FRAMING w/ =1 I , I , , 111=rf� I ,I SEE A/S3/J/S6 I MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE > SEE TYP. WALL SECTION FOR ADDITIONAL j w 6X6 P.T. #2 SYP SLAB INFORMATION. o J W ABU66 SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING I I FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I I ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. SIZE VARIES PER PLAN r� W/ MIN. (2) #5 VERTICALS 0 GRADE a FILLED SOLID (SEE PLAN FOR = 117-7:11_ = a a _ SIZE AND REINFORCEMENT) C7 1- I a a•= = = 1=1' Z J_ W �- W —III—I —III—I 1=1 I I —III W :I 1=1 11=1 1=1 1= z BRICK PAVERS or SLAB PER W p o _ -III— • • °• - - z co U-0" FIN. FLR,.� COMMUNITY SPECS to 1=1 -1 -1 =1 I I-1 - w -1 =1 1= — 00000: , ,.\000000\\o III 1=1 1=1 1=1 1=11 11=I 1=1 I- FOOTING II,; I�11111�111II�Iiiil�l ,�l III -III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 UI v Z co _ o z�z a. U) z t/) (-4 cn +-+ W •V — 0 w o �Ln C6 m W E 3 Go))M ch N U M S 1 �S O o 0 "00 U o U) o_ o u7 0 v o ¢Al B DO N NC� N `_ O M �n N LU Z WM�Z � 2 I� Ir °? c w _Jn "o o ui W A °" w W w � z 0 �� N o � Z W a NAM q ti�,11i91i6�SdP��/��� ❑ ❑ ,,� 9�+EpsviQ CQMF ,•'� S f, - ""t Sr ` • 6 < To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz 0 of �a J U¢o0 a z z� z UJIR' _ D w x ¢ J Q iiaOm J o zZ -J Q }o fZ �j Z � Z 'p 06 l0 z au 0 a (V M ¢ Q f o� 0zO a� I- � s :D fog < Nb Z¢Zi� W'L Q a�Lu �o 0 80 Z z N N 0 �ao�F W Ln z W Z �o Nau�cu ��z UyoS m O 00 ZJ Vl SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4 . 1 SHEET NO. S3 r-----------------------� I I I I (2) 2x6 OR (2) 2x8 I I TOP PLATE SEE I I I I PLAN I I I I I I (2) 2x HEADER TO SIT I I 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE I I SEE PLAN FOR HEADER SEE PLAN FOR SIZE I I CONNECTION I I I I 2x DEAD WOOD @ MID I I POINT w/ (3)12d I I TONEAILS SPACED I I DOUBLE 2x TOP EVENLY I I PLATE I I HEADER FLUSH TO OUTSIDE OPTION I I I I I I I I (TYP)SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING — FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD o SIMPSON SP1 w/ (10)10d o NAILS AT EACH STUD v� 1 2x P.T. PLATE o I 5/8" x 10" "J" BOLT @ 24" O/C MAX CN W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ ob 1 STD. 90A HOOK IN K.O. BLOCK 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT BLOCK W/ (1) #5 DOUBLE 2X4 SPF #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3)10d NAILS I KNEE WALL ABOVE MASONRY WALL DETAIL m �2 MOUNTING BASE NOT SHOWN 2 FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE ,�, GARAGE FLOOR SLAB y- TROWEL FINISH SEE o GENERAL NOTES SLOPE FORWARD c FOR DRAINAGE BLOCKING (TYP.) ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT rZ� SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW NOTCH LINTEL WHERE REQUIRED 7 FOR CONCRETE PLACEMENT / a a , 4 e a 4 e 8" STD. 90°HOOK g° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: (� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J Q > O 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a pp W N N R SEE PLAN FOFOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. N w o a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ Ct DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ ❑ WALL ❑ ❑ ❑ 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SL� VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL ° DOOR STOP w 0 MOLDING 2x TOP PLATE GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" EO.C.. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (�'P) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. --CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD �] 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = _ _ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL — PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 kSPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED 10d @ 8" O/C STAGGERED FROM BOT. ATTACH ALL — SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ 14116d TOENAILS TO TOP PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,1 TYPICAL GARAGE DOOR BUCK rKNTOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR T REQUIRED CONNECTION SFF ��w 2-ROWS 12d NAILS STAGGERED @ 12 O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL K"Q SCALE: N.T.S. S4. SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDUl l-SDS2.5 w/ (30)1/4" x 2 l/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 IT R1 RN 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 4 P.T. ATE SIMPSON SP4 ° NAILED21-1 - TRANSOM FRAMING INTO TRANSOM FRAMING 10d NAILS @ 6" STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 —J-BOLTS @ 24" O.C. MAX LINTEL ... 2X P.T. PLATE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 ROOF TRUSS ABOVE 2X BLOCKING I I C a 2X8 P.T. BOTTOM P TE D 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o rE SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) _j PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. V 0 Z co — o z co z V) 0 Q) C w •O LU m �Ln ~ (� 9M o 0 CO N F— E C f0 M — Uwi _ �? N C7 M O _0 0 � U m coo o W ¢ rn nv rn Q o B DO N�CX� V ac Z W �M1�z z° ITV W V�=moo 9a �1 Z 0 0 ox °,gar ..ww V N :v o� 0� ZWZ ,S JJL W N �1,0i1i6{ftfffBf f�jf�,� F S ❑ <11 Q, C9 fie` " F t o o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. AIL =EWA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Oz 0 w� za f a Uz0O ro-Z LU U �ozwz r� a m A 'Uj w N zFzO �` zz0 z U !z 0 g `� 3 I f13 N t.0 o o 'I—cn J W f V) M W 'Ro �-se r F- "^ 0 ! Qmn2 $�ma LU Uo` wa c1 Q In K ow o°` z Z N N Wa2� -j J Lli TI W W Z aW�o 0 z IEU � W z l� Z Z a S ao m 00 W 2 Jz LU SCALE : AS NOTED DATE : 6/20/2018 TECH: WAM ES VERSION N0. 4ol SHEET NO. S4 ------------------------ j SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6) 10d x 1 NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 I 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR 774 j FIRST FOUR I ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 451± 2X4 CONT"L" BRACE TOP CORD BLOCKING I TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL I TYPICAL @ RIDGE FASTENED AT I "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB @ 8'-0" 0/C. 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' j EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) I 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LOEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING -----------------------J 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 1/2" CDX PLYWOOD OR 7/16" y 10dX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16d TOENAILS SHEATHING ATTACHEDTIT w! 10d NAILS @ 6" O.C. W/ 1 INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) "� O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. I I MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. I I WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w! (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. 55 SCALE: N.T.S. 55 TITEN ON OUTSIDE N 0 CV r- LO N I i m 0 v N 0 J SIMPSON HGAMV w! (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" Q.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH _LA:If M 2x4 "T" ON TOP OF PANEL SIMPSON 10dx3" @ 4" O/C HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/(12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. 55 SCALE: N.T.S. 55 REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP _ _ _ r x N BACKNAIL W/ (2)16d SEE STRUCTURAL---,,,,OUTLOOKER NOTES AND NAILING SCHEDULE FOR NAILS SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER F@ 24" O/C TOP CORD BLOCKING FOR x CHORD BLOCKING 00 °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION `D OF ES @ 111,2 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES CD60 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING x 1 1 2 EACH JOINT W/ (2) 0AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF E @ 48" 0/C FOR THE FIRST (4) ROWS HE (2)16d NAILS W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" CKIN) BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/C 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 1/4" DIA x 51/2" LAG SCREWS OR EQUAL w/ 12)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-/ F 1 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0!C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER F ROWS SAME SPACING) p o , s c) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 5EE PLAN FOR OCATIONS) j 10dx3" O/C TOENAIL 6" O/C W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT L— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_� SCALE: N.T.S. S5 GABLE END BRACING DETAIL RUN ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 124" O/C (TYP) 0 z W BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO __ \ BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB —' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIGKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) --GABLE TRUSS STUDS @ 16" O.C. SCALE: 3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 0 a ✓,9 Y CORNER JACK Q W z M 0 U HIP FRAMING REFERENCE PLAN 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 LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 z _ o Q a V) U � w CQ cl •0 W I- f� m W �E a)M M f=`6 -100 M _ .1 o 00 L"00 U o ¢CM C'no �av rn ¢ d Al1 B D® B•D C N C ��.a..a_e. I r� 8N v .w C N Z W MmZ z U) — a W > Q L 10zW 0 �O �ME�'=' a JJLj3 Y, 'io - C' U_ A Q o �dfff,, 01 'f .M F ` e f�Cy' J v rl 681 ..�,,`���✓����O+mac W4S10��v�4. 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ IV, za w¢°d� Zoo Z��� �oZZ J J E U Im Q CL ' ^ v , Z 0 2:� U Z Q L r� F � N � Lu z �f o in N 0 z 9. '0o opt J fob Q S7ma U o C Q J a z z N LLo�o ���� W J L0 rl 7- ~ Y a UJI ~o �- z �. Z yrj Ln S RiZ o 0 oo g = J N � rn SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4ol SHEET NO. S5 d I ill � Gr11i. k,I -I-- --I __ ! 1 1 - I _ _I J, r-----------------------� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — J (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. 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 W/ 1 3/8" 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" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 0 16" O.C. 2X S.P.F. STUDS W LLJ o = W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 L 2x BOT. PLATE W/ (2) 1Od @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD in 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. N COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 0 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN N (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C W N TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 (�B R ,c"IN SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 4 SPACE INTO APPROX. EQUAL AREAS. d I i FLOOR SYSTEM ETALSEAT 7 ER PLAN O - OR FELT m PAPER FOR - - MOISTURE M BARRIER v d . ° 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8.1 v, GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8.1 N DRYWALL NAILS OR DRYWALL SCREWS 7" O/C o CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) -' 1/2" GYP WB 8"&'X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED to CHART ON FLOOR PLAN SOLID W/GROUT i NOTE: LAP SHEATHING TO BOTTOM OF E BAND JOIST TYPICAL i ARCHITECTURAL rn FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) a0 o M LL U 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL aAT c 1x WD FURRING @ 24" O.C. a GARAGE CONTRACTOR r~ Cn BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB 1 CURB DUE TO SLOPE = MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH IT MUNICIPALITY 4" to 6" BELOW GRADE L� iv r d < �. •d e ! .. d °�1. FINISH GRADE 00 2 v 1= eh II I_ —I � I JLL,II—I 1 I jjj III e 0 6x6 WlAxW1.4 —I III —I ,III—I`1 ° d' d' tl• " _ — _ I-111—11- T i WWF OR FIBERMESH III I- I I II I11 1 d ° 1�1 I lI 1I— I (3) # 5 REBAR ON Y CHAIR - I 41'I „ 1 ,1 STD. 90'HOOK (SEE DETAIL) W/3" MIN. CLEARANCE CV TYP 2—STORY WALL SECTION ,1 0 C CD SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL— *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST 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 ,TE W/ O.C. IOR TRUSS/JOIST m 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING - FLOOR TRUSS 1© 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. + t 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@1""^^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION 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)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS)0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3116" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH . .• CD fI�I III e, — .d ..d • ° —III I11—.' .• . .. � 8,I,T;I 1-11;-8111-11 I-1 I 8; (3) #5 CONT. ON 3" —'rTr—raL , r TrT - CHAIR W/ 3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION ("�S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. (2)- 2x TOP PLATE BEYOND 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 15/32" OSB EXPOSUREI F SHEATHING w x SOLID2x N C BLOCKING @ ALL C SHEATHING .0 EDGES(SEE OPENING SECTION X-X aU C x w x E F- 2x STUDS w BEYOND. SEE PLAN ❑ 0 4 FT. 0 T 4 FT. O O 2 2 5 FT. 4 FT. O 5 FT. 4 FT. O2 O 0 O 0 1 D 0\' 2 2 (1 :2\ �01 4 FT. 4 FT. O O 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) ❑ LU ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Q U) ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 0 z (NOTE: IF 518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO a SHANK NAILS) u=1 NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD CS,O g (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 W LL F O } ¢ 0 in SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH r r O O w PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z w g U. F STUD AND OR BLOCKING AT ALL EDGES. Nw00 c3: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING �S 314" S 1/2" 112" S 1, 4 0 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 Q 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 QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. 0 (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TOW/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 2 8d NAILS 3" 0 C STAGGERED WALL SHEATHING INSTALL. C• VFRTCAI FI 7ING S6 & NAILING SCHED. SECTION X-X SFFjO<,gN� 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION r1 \_ (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" 0/C TYP. ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE NFR�0R NO SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH e ° CV d III —I I I_I I JI_I I d\ d° -I 1 I —I I I —I 1 I I I d. d a' d IIIIIIIIIIIIIIIII q ° d—i III —III (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' 1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 T-16' (3) 1 (3) 1 (2) 1 (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I—"I—TTr 00 ;llll; I 1R I @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. CD Zco> _ � a) Z 93 z Q 33 d. z13 V) (D uu (D 0 LU H- � � o o (10 U 0 m N _ p C) (6 M ago (, $ III i c o s� aC) a o) o cO v rn Q o B D® 00 N N cn ,o 42 U) V N O N Z W �z ww z F _ w � - W6-° w CID W �Q.LLo a 3 Z Q ="'�' o im g f o Za�� m.� N¢M- a O v U O IliaEl WWW.FP§SRMiG.CO 1:1 1� Q''.'• SEOWN •_ j k •: - i� z 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. LENNA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz za a F Lu Uzoo J_ Z U Z ITowz a0,J W �1 w Smo `_• CL wx W z r U f z z -v z fu 0 F z cG� C W �/ G O > U a J � u L n (V M w U) mo o ¢�P 01 J a`g f O.J. Q wPM U 02 k N rs Z<z� wUa Z In O Z N C'4 o �2 30 Uj J Lr) rl LU 2:a Q Z : a z 0 1- a F� �¢z Nr �- Z Ro❑ m Z W = -1 tn z a� O r•� CL Ln r? SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4ol SHEET NO. S6 (MONO) I I i IF IF. h l .ia€., I M 00 FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = 1'4" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLU NAILED MATCH NOS OTHER 1 ,rs, E 1 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON co AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD -- GLUED AND o NAILED U v /0 2x� a� .o DRAFTS P 1 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU STRINGER CONTACT NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 02 POINTS \ 1x4 GLUED AND NAILED TO STRINGER CD E--� FOR DRYWALL SPACING 0 H SECTION VIEW _ SCALE:" = 1'-0" N w STRINGER MUST MAKE FULL / CONTACT WITH LANDING / 2x4 CUT ON BEVEL ' DOES NOT BEAR IN WALL GLUED TO 2x8 F ALIGN THIS STUD WITH rFACE OF 2ND RISER i —2x SYP CUT TO FIT ' I BEARS IN WALL I _--2x12 SYP BEARS IN WALL I '----2x6 SYP / 1 2x4 SYP BLOCKING / 2x4 PT NOTCHED INTO STRINGER FOR STRAP IM12 w/ AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS \ (S4) 10dOxN1n1 2S NAILS)/ SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER FULL CONTACT WITH LANDING —3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH � ( SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / 1 STRINGER —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I 4-2x4 BLOCKING FOR 2x12 '2x4 PT UNDER 2x12 (J I 1 I ROVIDE MOISTURE \ PROTECTION / ATTACH ALL COMPONENTS / OF STAIR TO CONC. W/ T" X 2 J" TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND / OF STAIR TO CO NC. W/4" X NAILED TO STRINGER 2 a' TAPCONS @ MAX. 32" O.C. \ / 1x4 GLUED AND NAILED TO STRINGER / 2x4 DRAFT / ' STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' 2x SYP CUT TO FIT ' 1 STRINGERS BEARS IN WALL I 2x12 SYP BEARS � I \ E IN WALL I 2x4 BLOCKING FOR 2x12\Z,/ 2x4 PT UNDER 2x12 2x6 SYP 2x4 SYP BLOCKING 2X4 CUT ON FOR STRAP BEVEL GLUED - 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) LVL 2x4 CUT ON BEVEL / AT STRINGER CONTACT POINTS DOES NOT BEAR IN \ / / WALL SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = V-0" -3/4 PLYWOOD ON DECK `-2x8 SYP GLUED AND NAILEDTO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -ATE STRINGER CONTACT POINTS I `f-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LALUED AND NAILED TO STRINGER XOR DRYWALL SPACING H SECTION VIEW "E" E SECTION VIEW SCALE: I" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C—, NOTE: 2x8 I \ DRYWALL STOP / NOT SHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" —TOP OF STRINGER CONN. TO BOTT OF NEWEL POST PER CONTRACT Cl) FLOOR GIRDER PROVIDE SOLID BLOCKING OR 1 j x 16" VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. .NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: �, = 1'-0" :L POST LET INTO ILOCK 1DE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED MALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, 1ED AND NAILED TO BRING WALL BELOW MALL JOINT YWALL TO ✓ER JOISTS) H 1 2X STRINAR 2X BLOCKING SIMPSON MTSj2 w/ ' (14) 10d x 1 1/2" j�JAl LS \3 D OR 2X BL05KING 3Fi�D RISK / VARI E SECTION VIEW "H" SCALE: 1" = V-0" CDLO a ;: z M — o z� J a E3 t� z w � p w Ln f V) = T 0 T f� ~ U N o 0 m W E �M M N �O M /,x�` 0 'o 0 U_ v V t§ W L+' Q 0 in o 0 $ v rn Q o N �O 00 m °p °Q U) /�/ i% O < - Vl � p 5A Q� v & - UMV rI m C) z W N 4 v F• www. ❑ ❑ O W N Ash '. o Z �� � ; � �J o F 1:/. "YO F E' S`a /,��P�f/bttikC.ko To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L EN IM A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 i~ �o z Q of f� W¢I: OL zoo oo�< �$?? 2':J a0 w 0 N z zzz r 0 F z z a z "v �/ Cn 3 fp _J q;r V a w U w 2 8 N C1) zap¢ wz � Q N 8o o R, Z z N o 66�� W J L0 w LU <C �- 5 z o �¢U Q z Z CW aQz coLU z ,z ao z = a... r-I 1 IZ 1 cn o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4ol SHEET NO. ST - -- - -I II I tTi I iiii,.ia4jim I a. r iil_T: 7 XF:,I I w I I I 7 n ----------------------, I I I I I I I I I I I I I I I I I I I I I I 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P'T• TO SHT. SDW2-K1 FOR CONN. DETAILSt" FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4 LONG X 3/16 0 1 X 4 FURRING 3/16" 0 X 3" LONG FURRING TAPCONS 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16 TAPCONS STAGGERED 2X8 BLOCK@ SPACING 1 „ DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 31� DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4"FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS rC SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK Z-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)1Old 0 NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTW4.1 N VERT. BRACES WHEN HGT. OF --'-- BRACE EXCEEDS 24" o LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION LO TO BE INSTALLED BUILT UP PLWD. BUCK - 1 SCRIBE (NOTCH) BACKSIDE f---�\ 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ o2 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) m INSTALL WDW, SCREW—BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 M PER INSTALLATION DETAILS ARCH DETAIL K B-B v SCALE: N.T.S. SS <n N O o J GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR, B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP o EXTENDS TO SILL. E C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER N COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. o E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING '- SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o REINFORCING AS FOLLOWS: co * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. LZ PRESS PANEL REINFORCING INTO PLACE. o * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL o SMOOTH. DO NO FURROW. c F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT i FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS CL TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 0O 0 WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. LU FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. M SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. EXPANSION STRIP 20 ga. PANEL ANCHOR 1/4" EXPANSION BOLT (2 9 ga. PANEL PER ANCHOR) REINFORCING (EVERY OTHER COURSE) EXPANSION STRIP o.� e N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 31/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS 2X6 TO 2X4 GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90, HOOK +5" NOTCH WEB AT FIRST 2 COURSI 12 SEE PLAN JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH—j IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS L MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL FILLED CELL PER FOUNDATION PLAN lR YP.) THE :S x0 + + + + + + + + + + + 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H, UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD "TN i--PLYWOOD SHEATHING / BLOCKING AS REQUIRED TO SUPPORT + SOFFIT �\ + RES SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" COVER 6'-0" �F F EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE P. 11=�1�Tf�(f=1T[�TIT�TITf lffr - • kD, a I III — III Lsrr —III— GRADE a, M 0 T �0 . a. (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY 00, SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" =1'-0" �0 #5 REBAR (TYP) #10• 10 10 1� 1♦ ___"#*TD. 90° HOOK (TYP.) 1� SCALE: N.T.S. CFF RHPPT n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z O 2 U_ O w a L.L M U B @ FIRST COURSE •�1 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STR4N. P SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: T FILL 1st 4 COURSES Q SOLID W/GROUT e: FOR OVERHANGS BETWEEN OVER 1 112" d CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0'r 5'-01' NISH a ... I Y - a • , s .. • . ,: #5 BAR . . 01 10 s � a e CENTERED W/ D 9 Ff 4 o .:' a • . IN TOP o a KNOCKOUT / cal _7 .A ° CHAIR BLOCK 1 t? ' MONO FOOTING ,� e. o a SIZE AND REINF. PER PLAN AND SECTION DETAILS/— -I _) n CLEAN FILL b. A. DIRT Z a• a STANDARD o 0 N #5 BAR IN r 90' HOOK FILLED CELL, Sk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" =1'-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 34'4" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO g EXISTING FOOTING (2) #5x6' IN CONC. cn N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY i:. • O 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. CD V Z M 0 — o z V) CD LU •V � Ow ~ .� =3 o f� C> r- m N _ ~O CM Co win —U NU O r�00 6 S ao ¢ rn �gzr rn ¢ d B D. M 1 N N m � z '� ?. W MNz w z c�� ¢ Qs � � 3 a 7 Z C ) Q O x 'io a m Z aim �g LLH usN Q M A 0 0 V O N ®��a ° •°':'gyp E(��°• "t" 1*p \ s \ J Q- 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 Lo Lu za z o. L_ Wry Uzoo �o�Z ZZ �aEJ oco �� A O llJ a V) z o fz O z z Z� Z "Cf 1_ / V 3 (a �N 110 z / J Q J J L cV cn opz 0< 180 N M a 0 z<Z:� h W< Q Ln Qa2: o��� z z N N 2��o r o' LV L0 W z TI W ��U ~o z z z <ZLno RR m O 00 Z 2 ¢ f rn ,--I a cn o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4ol SHEET NO. SS I! I I iz i � �.1 l i !�4�aii,.illi i t ill li���i d is IG�I I� ilk SEE ROOF PLAN SHEATHING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -r=-- 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 Qk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ,/A TRUSS USSES HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM (2) 12D NAILS —Y AT 12" O.C. MAX BEAM @ RAISED ENTRY CROSS BRACING DETAIL (TYP.) 1 HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL 6 SCALE: NTS SCALE: NTS SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" 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 TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE MAYBE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 0 r- LO 91 I 00 i m LO N 0 v 0 N 0 J �Ico E 0 00 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE , DIRECTION TYP. —� _—z-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B /TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = 1'-0" DIAGONAL - AT 8'-0" MAX CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) 1 Od TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) • 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 1 Od COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP - PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS SPF TOP BOTTOM CHORD FPLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE a 16" O.C. MAX. INFO. ° SECTION @ ENTRY r8 SCALE: 3/4" = V-0" L.SEE PLAN L. FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO r %ri-r 1 r1 A 1 n OPTION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=V-0" CONNECTION INFO. A A I SEE PLAN FOR SIMPSON MTS18 w/ (14) 1 Od NAILS TYP. U.N.O. SEE PLAN FOR CANT. IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) O. .0 CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 1 Od NAILS OR SIMPSON MTS12 w/ (14) 1Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM -J FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. -• MASONRY WALL BELOW: SIMPSON 4 HETA16 w/ (9) 1Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN d°. (24) 1Od x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2 SCALE: 3/4" = 1'-0" 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS - OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOFNVALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE & SIMPSON SP2 w/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---" L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=1'-O" DETAILS &SECTIONS C9 V co 0 - 01 Z N z _a Q z 2f Cl t/) CD a) w ru_ Q •V — 0 w �r U go m N W of — S N M cm M O N LL �o 00 0-o B D® N.0 B D C N �O LU O Z W Z e z U) yam' J C a r � L.L O .O W GL LU N - ua ¢Q� 100,W >�-o a z o �'¢ o C N (li Doti UL Z a��� !� W NaMSR F NNI •°jSE 0< iR d`'- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www,LennarTampa.com oz 0 �o << I- W U4 0 Z W z �0W Z 0 Lu L&.2 0 LL N ^ ' ` U) uj G``, a- ;z Z o az O I— _0 F— s � W 0) � U) z o Cr' cts J W � x U cn N oo= HY00 o s.' a �o6 W52ma k N W 0 U2p Z ., ., a<-,cf, Q o��0- z z CV Bozo 0 0o W = Q Z W 8 go Q Z g ��0 z a Cy Cy ZS ao m O 00 z g = �I <UJ SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4ol SHEET NO. D1 111 1 l � A, A L wilt. xs t 71ilfii�Gll l .141�.fd ill, llll ,L , i IIHT1 1 3 a 0 <J7 N LO 0 N I m N M a v N O J OC C 0 in a 3 Cj a 00 O cV C a E IV c y C7 LZ 0 0 C y a a 0C V ILL M (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 (USE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL 0 BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 1 O.C. (2) 2x SPF TOP PLATE F F SH W/ TOP BLOCKING INFO A O SEE PLAN FOR CONN. IL W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING 2 0 MASOORY & 8d NAILS T/B FLANGE 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS L FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. r 2x STUDS © ADHESIVE TO �� 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • • •; SURFACE QA 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE 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 INF G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK 2x CRIPPLE AT EA. 1/2" GYP. BOARD OR BLOCKING WALL (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD FLOOR TRUSS/ END OF OPENING TO STUDSABSIMPSOVE VE PLATE NAILS NAILS & (4) 1/4" x 2 1!4" TITENS CENTERED SHEATHING (MIN. 7/16") NAILED TO STUD FLOOR DECK ON FLOOR SYSTEM TO MASONRY WALL •° •° VERIFY W/ PLAN Sd NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 ) TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d ON ST ::1 TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM WIN W NAILS INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" JAMB TO FLOOR TRUSS/ SOLID IS INSTALLED). SCALE: 1 1/2" =1'-0" O.C. (MAX) AND @ EACH PROVIDE BLOCKING BLOCKING BELOW. SCALE:3/4" 1'- 0" GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR HEADER CONN._@ 2nd FLOOR 4 1 SCALE: 1/2" = 1'-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = 1'-0" SEE Q/S4 FOR 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/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD CONNECTION IF MSTAM36 NOTCHED AT HEADER LOCATION 2x6 WALL USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP o°o O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" PLATE SEE PLAN o°uo°o• o°o T P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x8 WALL) 24" O.C. SEE PLAN FOR CONN. L. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR @ FLUSPLAN NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS SEE FOR SIZE 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 ND C ° 16 O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLANLFOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE CONNECTIONAT CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (O 2x #2 SPF STUDS @ EXTERIOR HEADERS (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 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 C B B C PRE-ENGINEERED F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE O W/ 2 12d TOENAILS T/B () (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 1 1/2" USE SP8 FOR 2x8 WALL 24" O.C. ) @ H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 I OR LVL GIRDER SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4ET) JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS g O INTERIOR HEADER 2x SILL PLATE W/ 12dTOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) r, 16d NAILS & 5/8 BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) (2) EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) 2x TOP PLATE SEE PLAN E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 () 10d NAILS & 4 1/4"x2 1/4" () TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES 16" O.C. w/ @ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. H STUDS UNDER 2nd FLOOR HEADER ARE O BELOW JAMBS a - OPAN NAILS ADT BASESON SP1 w/ (10) 10d 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 ST. I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR P NAILING ATTACHED PER NAILING SCHEDULE ATTACHFOR HEADER CONN. @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER E RY WALLS ONLY. 5 EXTERIOR 6 2 STORY COL aC� GIRDER (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER . % SCALE: 1/2" = 1'-0" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = 1'-0" �° �° LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = 1'-0" ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 80-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP , USE SP8 FOR 2x8 WALL) @ 24" O.C. 2x6 WALL, PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS • DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS 2 2X SPF TOP PLATE () 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" O/ A xTF L9T ti02 2x CRIPPLES @ 16" O.C. (2) @ END OF HEADER. SEE k4 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x A8� T TOP SPLICE• til/N Op (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) ° END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE W. ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD g IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ° EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS , ; W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3'` O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �o �1 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" C7 CM — O zCO z U) z Q +_j u, M o •� w Of, W F- c/)o CCS t— U o0 m W OV N co m co c,) _ N M O o 0 C) 0 o w"00 00 N no ¢� �Q� �a o BID-1 N �O .w � N v /� � Y� � O N �" W M N & Z 2 Z z F' J w W" W U110�� a a 0 G H o 2e�(�(pp U)2 E0 N Q LL LU Q Nam z O v U O ow •• . _' Q' r•'\ASE 1 •roCm 'q J —' O Q U • 5�'4' 4`e• • to •• s••'' F L� •• �, P \1111 Zz cROFES5`0 �0 To the best of the Engineer's knowledge, information and belief. the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampa.com � Z W a 0. f F W < 0 iX ooLO Z U Z Z LLI uj � Q vl z O z z U i Z u U z -vv w N �O cn z o > 06 W � x N M � 000 r Y P _ o J Q 8 f0� vO�a W.n Ln PI 8 z z N N 5, 2 Lu = gzRtj W J L^ / W C G A Cj Z p Ln1-�U $ F F v0 �z- o 0° � oo Z g = � O rn r__1 a V) s SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO° 4 . 1_ SHEET NO. D2 F I _T1 I t --------- ITFF_ IF I I 3 0 0 N LO 0 LO N I ao m N 0 v (n N 0 I 0 0 9 in Q 0 3 a ao N O n 0 _ 0 J t 1 U v C U .o CL i d- 00 I FULD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER TEMPORARILY SECURE DOOR ROUGH OPENING SLOPE I I RESISITIVE 0.3in:12.0in R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. I I BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4" 1" BEAD OF CONSTR.sheathing - 0.6 cm : 0.5 cm 3 R703.2 Weather -resistant h hin r. One a er of N .15 asphalt I free from holes n breaks, complyingwi A TM D 22 for T 1 felt r pape layer o asp a t felt, a om o es and a s, with S 6 o Type e t o I s SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 l l (ASSEMBLED WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING EXTERIOR mrn .The felt or other approved material shall be continuous to the to of walls and terminated at penetrations and building appendages in a manner ) PP P P 9 z, CEMT. FIN. to meet the requirements of the exterior wall envelope as described in Section R703.4 z O WEATHER RESISITIVE SELF -ADHERED FLASHING BUILDING PAPER Exception: Omission of the water -resistive barrier is permitted in the following situations: L_ BARRIER 1. In detached buildings, I SEAL TOPS OF JOISTS WIRE LATH accessory I 1 UNDER DECKING SUBFLOOR 2. Under exterior wall finish materials as permitted in Table R703.4 I SELF -ADHERED FLASHING (SEE DETAIL WP07) 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. I HEAD FLASHING TIE-IN INSTRUXTIONS: R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or 9• PP 9 PP � 9 P rY tY I 1. Cut, fold up & temporarily secure weather resistive RIM JOIST penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The ESE DETAILS ARE GENERIC AND barrier above header to allow for flashing flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: installation ANT TO SHOW GENERAL FLASHING D WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 1 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 3. Fold weather resistive barrier back head USED. over flashing and seal with tape 2 2 Q following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW ■ , SELF -ADHERED FLASHING ■ , SELF -ADHERED FLASHING ■ , 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 4. Continuously above all projecting wood trim. EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE 5. Where exterior porches, decks or stairs attach to a wall Or floor assembly of wood -frame construction. ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING 6. At wall and roof intersections. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 7. At built-in gutters. OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL LETTER ON CHEMICAL O SCORED R703.6.2.1 Weep Screeds COMPATIBILITY RELEASE PAPER A Minimum 0.019-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of SELF -ADHERED FLASHING SELF -ADHERED FLASHING, _ ��o (BEFORE FOLDING, SCORE 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING "\ \ PRODUCTS DETAILS 2 SELF -ADHERED FLASHING 5 TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND NAILING FLANGE 1'`" 4 ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 0 DO NOT FLASH OVER BOTTOM NAILING 2 SEAL TOPS OF JOISTS 1 UNDER DECKING 6 Detail Instructions Refer to the number marked as # in each detail that corresponds to the numbered items in the list of FLANGE 8 (SEE DETAIL WP07) 2 7 instructions below: 1. Install self -adhered flashing in order as shown by numbers SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ , SELF -ADHERED FLASHING 1■ IN, HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER • 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) - �Groundm+- 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 SHEATHING piece of flashing material (6" x 6" Minimum) 1 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner Water Resistant Barrier 8. Mechanically fasten as necessary Lath SELF -ADHERED FLASHING Sheathing PATCH Stucco 7/8" Cement Plaster DOUBLE .' ° T ° ° ° a ° in accordance with JOIST a a ° a ASTMC926 7/8" Cement Plaster SINGLE WOOD BEAM ° Felt backed metal accordance with JOIST BELOW SELF -ADHERED FLASHING Foundation Wall ° ° ° lathe In accordance ASTMC926 SELF-ADHERED FLASHING 1 ° a with ASTMC1063 ° ..; Felt backed metal 2 4 ° Building Paper lathe in accordance SELF -ADHERED SELF -ADHERED 3" MIN 4 with ASTMC1063 ' FLASHING FLASHING ,',� 7/16" O.S.B. Building Paper Q 5 ',',�', sheathing 7/16" O.S.B. 'Metal , ; sheathing SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING • ' FOUNDATION WEEP SCREED ■ • Flashing ' DECK JOIST OUTSIDE CORNER • Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Stampede or similar Weep Screed cauk bottom 1 1/2" to 2" joint only Above Roof Weep Screed Sheathing Installed As Per Manufact. Specs. 1/2" Cementitious Cement Plaster Decorative Finish in accordance with ASTMC926 o,®°® All inside and over wood 2nd ®®®°®°® , ®®®® outside corner will floor • need to be miter ' ° m cut and caulked all butt joints need to ' ° �•®,�o°°•®°• becaulked using Stampede or sim. caulk for all Note: The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster over block 1 st floor WEEP SCREED DETAIL NOT USED ■ ' NOT USED ■ NOT USED ■ SCALE: NOT TO SCALE I 0 Z M - O Q a cn C W -0 LU m Cq LLI E � oo _ U m c+> N O O U s�00 o °2 rn U)fl-o 0 v rn Q o Al B D®� ^YaQ r N N � ) �/I 'Ell O N Z LUS, z d c?U) g ui w W 4 o c ♦♦Z 04 V m o W o U U O WWW.FDSENG.COM 00 0 N O CV! co O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z Wo Za Lu < Uzoo Z0O°cc �=ZZZ A J O��o U W t N @ FZ ED Zo Y U O LLJ 0 Z a ILL �3 fu O N p Z J O i N M 0- Dug R0 ` LU QY� J roa Q -0 z W Z;� ¢a�� ZLn N 20 0 Z N -,CR0t2 LU Ln di <W tii F U ,11- Q z Z t7un O=� Z g m 1- 00 z 1- o ` f •-i a U0 o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4ol SHEET- NO. W P FF s March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern: Section 2303;5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wool. Both methods determine a connector'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 118-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 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 Men d will be re-evaluated by Simpson Strong -Tie. Please visit www.stronotie,com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E„ LEED AP dwlBDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75059 Phone: 972.542.0326 Fez 972.542.4139 stronatie.com to � -0O U N 2 _0 N Q Q ^O I..L � N CU cu O O O 'O 0 = 0 = O L,L CIO O 4_ CU C O Q V) Q L Q L � 0 'C^ Q .� V) Q o � U O O L� Q U O L V, m L� UcJ G a � z J z J d SHEET NO. PA 1.0 5 pe firr .. � ,.. x Y � : . e � .� G 6 °i� k : � �� xu 5... 9.�r;-,A�`,dy . ai � � ;si: m , ♦ A . p $'vF �� �,.. 4 A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2806 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212.2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10858.5 ESR-2549 HD2t&3 FL17232.3 ESR-3445 HU216.3 FL10856.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU28 FL10658.3 ESR-2549 HD26-2 FL17232.3 ESR-3445 HU28-2 FL10858.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10656.9 ESR•2549 HD810 FL17232.4 ESR-3445 HU610 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699,1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Repoli HTT16 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM18 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10458.18 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 FL17232.6 ESR-3445 HUS212-2 FL10658.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232,6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10855.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10855.107 ESR-2549 JUS24 FLt7232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS26 FL10855.111 ESR-2549 JUS28-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 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 LEGS FL10667.71 ESR-2815 KST260 FL17244.15 ESR-3455 MST80 FL10852.7 ESR-2105 LSTA 12 FL17244.18 ESR-3455 LSTA12 FL10652.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA38 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11498.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTTI31 FL17219.2 ER-0200 LTTI31 FL11498.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2813 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10448.15 ESR-2608 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2608 MP4F FL17244.24 ESR-3455 LTP4 FL10448.19 ESR-2806 MP5 FL17244.22 ESR-3455 LS50 FL10448.18 ESR-2608 MPH3518 FL17240.3 ESR-3447 WMI416 FL10887.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.16 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.16 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.16 ESR-3455 MSTA36 FL10652.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10652.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10458.33 ESR-2813 MTW18 FL17244.8 ESR-3455 MTS18 FL10458.34 ESR-2813 MTW18 FL17244.8 ESR-3455 MTS18 FL10458.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10458.38 ESR-2813 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evacuation Report MBHA3.58/11.25 FL13804.8 ESR-281 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 if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +87.0/-87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0/-67.0 psf ThermaTru FiberClassic, Smoofhstar, ClassicCraft, Rustic FL7640.1 +87.0/-67.0 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 Vt4ntlCode Doors W5 (16X7) FL15279:53 +30.0/-30.0 psf Clopay Building Products Residential VWndCode Doors VvB (SX7) FL15279.65 +38.0l-42.0 psf Clopay Building Products Residential W�ndCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 647 Single &Pairs of Doors FLt 1537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 • FL152722 +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 G. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 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 Sorel Tile Saxony 900 FL7849.16 • FL7649.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032" Aluminum Gulftok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15076.2 N/A All American Snuffers &Glass Galvanized Steel Storm Panels FL17889.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc, Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A e products listed low d' t n review. I understand that t. a time of inspection of these products, the following information must be available to the inspector on the Th prod be id not demonstrate product approval a pia w. at a the p g p 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 Florida Department of Business & Professional RegiWationl Building Codes and Standards Product Approval Application DetaN P.g. + 15=18 Florida Department of Business & Professional Regulation Buildup Codes and Standards Product Approval Application Detail PPge 1 Vax91e Florida Departnard of Business & Professional Regulation Building, Codes and StandardsP. Product Approval Application Detail P I 1152o+e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PEP 1 a 2 v mis .� to 2 Q O (D Q O t►� W � — f-t1 "�P (n ICU O O _ O L O O Cl � = 0 O O Co�� /� � - Cn a) L- �/ � � CoO Co 1— ^ Y /1 1— V ) }4 v ICU \ O CL Q FLa2M ISIAZ distil Ends, gate gate D.b P.aakar g� bme Ya 7 S i ,La u� Yal�lme Yaltetted aubaYtld MC Agadral ante Revisbn 2017 Thamne-TN Corporation Rick Wright Lpkon F. Stlumtll, P.E. Ryan 767- P.E t0/1Bf2017 07/i212W7 f0I18fM17 12I122017 Approved Category: ExteriorOvI Dope rid g) 298-1740 PE 43109 (819) 761-0555 �� �� Door �� rkk�xv+bldgce+xeuka+fb. Caravfiarnae M.tlrpd Evskestion Report 8om a own Florida Registered Arehaeet or a Licensed Florida FYohssbnat Engineer F1.0204111-M Produces aaat f IDHVH2! DukakisHNli Betass Pressure 1 a. Thence -TN F7oorCteseic end Smooth -Star Nominal OdiSfr,8 BquotNon4mpsot6guek Opaque i7J3IF6 20 No Yse No WA CprpgBe Edge Fberyisse Sbpis Door (i. wmgx "; X conBgurMbn) d Sag! and or Date go 1LY�4� gal! terse version Stemaa CrelmtiJl�r Wedged av Y aubmad l�Aagroval A amw Revision 2017 ThermsTru Corporation Rick Wright Lyndon F. SdnNL P.E. Ryan J. King, P.E. 12f132017 12113/2017 1221/2017 Pandkg FBC Approlne Category: Exterior Doors (419) 2MI740 PE-43409 (813) 7674aw Subcategory: Swinging Exterior Door Aseemblks ddrwmwbldpmnwYanb. CppBany Netlnod Ewlwtlee Report horn a aom ComeFloridtRegiMW A Evaluation p n Reposed Fbnda Rvf eelorW Engineer tumm814e2 Dak Eatlawt R a Rate paw pow ka gat bw Ymlml Skgtea EaakeeLil�e YaYdetadmL YaaOated AUbMftY I=Au�I Aaamsad Alma Ro*bn 2017 TMnma-TN Coryor�on Rick VftM Lyndon F. Stl+miOL P.E Ryan J. KMq, P.E. 10J16R0/7 07/1212017 tOn812017 12(122017 Approved Cab s" Exterior Dogs (419) 29&1740 PE-43409 (813) 787d685 aubCalapory: Eakrg+eg Exterior poor Ateemblisa rkkw@rwbiogmrfeusems. CpnpWnce kaMbed: Evsbestln Report hom s carrn Professional ae Registered E�nesr zed or a Licensed Fbnda FLsseeat412 Produce Aa�iorYu A the loin! am" lw Product InitY!!& Sklbelde fllE lS:� Pleensa 8 f. ThermtTru FlberC"k and Smooth -Star Nominal 86M ;O a luot.Non-Impedaquot; Opaque /21312020 No Yes No WA Composite Edge FEarglan Single Door QnewklgbU*NMQ; X configured-) FLa20d41.10 Smda EreaLJH Date 20 gate Tyro Version mamma Conte a EllalolaLLll Valkwed By Valldtlm alb AApproved Soma Revision 2017 Themis-TN Corporation Rlrk Wright Lyndon F. SchmIA P.E. Ryan J. Keg, P.E. 12M312017 12(132017 12/212017 Pendhq FSC Approval Caboary: ExtRbr Doors (419) nS.1740 PE-43M (813) 767-M5 SubCaleOory: Swinging Exterior Door Assambl es rkkv@wroWgooroullame•DOW Comp6nce Method: Evaluation RAW from a c" FTonda Registered Amhaed p ■ Licensed Florida Professional Engineer nagmt4ts Products FL62OW1412 Smda EgkLor gate gtle gtlePmdfm Dale TIM Ylrelon m Comte a�LLl�s Validated By bum How FIIQAga®W Approved Ama Rw4kn 2017 Tfrmu-TN CorporaWn Rick V*Wd Lyndon F. Schmidt P.E. Ryan J. Wr4 P.E. 10116=7 O7H2=7 10118=17 12ff2R017 Approved SubCaby: ry,Swi Dods (/19) 29B-1740 PE�340g (813) 767�655 Swklp e E Asepriclies �ms. MRagNbretl� iced or a L owned Florida F1S2041140 Products Duane, Assurance A�.far Use Approved for IMRW now amd InHVHZ SBtakisNvIz ! pressure 0 L Thermo -TN FbarLbak and Smooth -Star NomkW 86099;8 6VuokNowirrpaer8quok Glazed 12I312= No Yes No WA Canpgft Edge Fbwglass Single Door (Nsa1eg/OWwkg: X ooMquMkn) FL111LM1.R3 Cgdt Endkor gate 2di gate. pas Yapka Ikrs�aa Croats Erba—&Ll— Yamdttetlltd 6mC Model EalalEa%Aast" A-,V d Awn Revision 2017 Thermo TN Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. KMg, P.E. 12M32017 12H3017 12J212017 Pending FBC ApprovalLM Cais9ory: Exterior Doom (419) 298.1740 PE-43409 (813) 767-0565 Compliancry: Swkyrg Exterior R9WteemhWs Fluids Rsgisisred Architect a a Licensed Fbdda ProreWonal Eegleser FLA294a1412 �! Ea@Lg[ gtte lira ! gate Vamated N bma Yareka ! YmtlaMd $! BRAoaonal Aaarelad $ma Wvisbn 2017 Tlromu-TN Corpora8on Rick Wright Lyndon F. Sdurdtlt P.E Ryan J. Khq, P.E. 1 N76/2M7 07/1211017 10/182017 12/17/2017 Approved �aq; pogo 6*w r*bm40 PEI3409 (819) 787-0665 Exterior Swinging BubCabpory: Swkgieg Exterlor DogAafernbllse ridnactra6Npoomuaarlra Compliance, Mearod: Evaluation Report from• corn Florida Registered Amdfaed m a Licensed Florida Prolessbnal Engineer Approved for A WADOU lkfkn �3 -6. Product Description Contrast Expiration Data In EWEOutside�� BallesigRessurs 14 n. TMmxo-Tru FbrCfegk zed 8mootli-°mar NgrdnY 8dd39;0 BquoCNon-krpacdquot; Glazed 12131f2020 No Yes No WA Composes, Edge Facerglau Sftb �n)Door raft Enft or Ikle !kte 21k Version Revisbrf 2e17 maThem ea Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 12/uad AUDMUM 017 ND Anag17 tlkp FBC Appn Dope nclov 2g&1740 PE-1340Y (819) 767•BfiB6 SOLO : r. Swiriornging Cpnpanse Yeenod: Evaluation Report halm a corn Plonks 0011 wMOpmnsuaanb Florida R ce idol d: Ended of n Licensed from Protons" Engineer slot 1 Produc ktedel. Nuahor or Norse a. Themes -TN FaerClaeeb and Smoodhftr SaYAILAYa� E Nominal WOMB &quotblon-In"ot8quot Opaque 121312M1 Compost ise Edge BInpN DoorCompositebgisse Unsurfra isvAng; X configuration) Agameslterlkt A for Use 10 H1mi i No Yes lease ! No liWaO dbaure MIA sea.! 8 f. Thermo -Tau Fgrer-CWdc and SM.O.Star Quality Assurance ..� NombN WM9;0 &quol;NowImpad&quo4' Opaque 12/31=1 Composite s Edge FSimple Door Omwvkrofpubsing; x coNqu(aow) A 4lC Ammyadfor Use In HVIC No Yes IO.tld pastors Resident Prsmlm No WA mad 9 L Therms -TN Fbw.ClnlW and SmooM-Shur P Nominal 6dd39;8 aquoLNon-bipsdaqu lt; OMxed 12131=1 Composes Edge F1begWa Single Door (Igwkvtoutewkg; X Configuration) AQ -,df U, Am�tlfor Use In HV S S tPmZ NO Yes bma 2WM P ! .O No WA g S 14 NO" n. Therma-TN FlberClassic and Smooth -Star ➢ualft Atllrance Product Nominal 8803S016"OtNon-Impact&quoC Glazed 12131=1 Composite Edge FllesgWa SIgN Door Al gss Amy im2l a In 0111111111111HIMME Resisho No Yes No 21ka WA 4ce'4inWOn+bwirg: X configuration) Florida Department of Business & Professional Regulation P.P+aI Florida Deper4nent of Business & Professional Regulation pw i a+ Building Codes and Standards Vamle Building Codes and Standards +/awls Product Approval Application Detail Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards P.P 1 a i vam+a Florida Department of Business & Professional Regulation Building Codes and Standards Pelletal Iiawls 17. 62254-N !9 Product Approval Application Detail Product Approval Application Detail Skye Ent&or Rde go DabPNKVm Rib Soria EI1111M Rde 20t Dab Eendrio Rmt mm Version 1pairlsamr Salsas Elmlmt&JJrM Yaldtldem[ Ydldded arlamlW Fac.Awrmal Ab,,,Ad ama bme Version Nestilighm somas Emloaer &Licenst Yamtlatd )Nadded age FRDAgorelal Aon ante Revision 2017 TMrma-TN Cabgpy: Exterior Doors BubCategoy: Swinging Exterior DoorAeeemDNes Compliance MWwd: Cadneatlgr Mark or Listing Accreditation Rick Wright National Acsditation a Ryan J. King, P.E. (419) 2WI740 Management lnsauta (813) 767-0566 dclaver'wbldgoomukanb. Dom 122MI7 0g212017 rZIM 1217 Approved Rgbbn 201T T-TN Corporation Mmm Category: E:Mriot Doors aubCabpory: Swinging Exterior D—Aseambiea Ceneplirra M.0 CNaesfion Made or LisBeg Rick Wright Nabo al Accreditation A Ryan J. Kka, P.E. (119) 290-1740 Management kes1Wte (813) 787-0555 rld-0v+DldgoNMatWb. corm 12rM=17 09/212017 22220 117 Approved 9291 iota! Yarelon R-Mon 2017 miestagial MI V4kWows.rnd Doors Enter or contact EDakee[.&.License VaKA.bd av Event Stenger Luis Roberto Lomas 819vn M. Undn. PE lkte 21111t Deep Pandinis YBIMated atlireress FIDAgwOal =132017 Oat 12017 08116=17 g!te Approved 10110*017 ante Approved -- Sate bma version Revision 2017 Haudialim MI Windows and Doors Enter, or cmtw E-41ibefflub Vanddo By Bront Stenger Luis Roberto Loma Sewn M. Urkh, PE glad 20 DatePamaa Qa8 VeNdobd aWmod FIND Approval Agg@Y!d 08I13=17 0gI11=17 00I1B2017 1011=017 ante Approved Cargor r Exterior Dogs SubcaagorV: SfldRg Exterior Dow Assemblies (717) 3554300 PE-02514 (7M 317-8454 bateegerrillmNN.can Cate"; Exterior Dons 8ubeaagory: BNarg Exterior Door Aasarrfblbs (717) 36&WW PE62514 (717) 317-6454 eelNnpar®nxkvtl.cpn GLOW Assmance ADKovetl for Use Approved for tin IM2lgl onion Guam Agatmld d[,SW Aonrovedfor the lease 2&Am Compliance Method: Evaluation Raponirom a CpnpgenceMethod: EvakesOon Repo Ban s ass2 1 Product Model. Nuallser or Name e. &quowwnio Cmuwot and &quot;Swchmark by Product Desaddion 920ftOlAWN99UMb SO and 6A Opaque and Giszetl Faarpises Door with 12131/2021 InH)N¢ OLmiftiftw No Yes lSLdega NO Ftfaaan HIM Ant 5 a, aquoLSmoothSta4cluok and &quo;eendrmark by ConmdEtrolitiallon Dale SO and W Opaque and Gtezed Fiheiglses Dog wMn 12131=1 In HVPM Ou0tldelBaZ No Yse Rubes No POmgre WA Florida Registered ArcMted or a Uoeased FWWO Profsalonel Engineer Florida Rapisbrad Ardnad or a Licensed Fiords Professional Engineer Theme-TN6quot and without Skleaes, inswing and OuNwhg TMxnw-Truaqud; and without Sidsase. moves and Oubwbp FLPILU24PA Produces QLMM Aesnvance Approved for Use Aeommted for More how Descas, RMS332-PA Products Acomrid for Use Aborlwad for Use IDiot Dealm ala.N M*M- Number or fares Product Da—fildon Cobvdfxokdloftoda in HYM !?>�HVHZ I Prlsslm ass2 PJ�'d.De IB.tiY!$ Oub*b gym ! pt Search Cdbeft Search Criteria 3 SERIE8 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 121312W 8 145.346quotx98aquok No Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/312018 xO, XX 95&gwtxgS&qua No Yee No WA mi Florida Departnent of Business & Professional Regulation Pp. l a 1 Florida Deparhnent of Business & Professional Regulation P.pe t a+ Florida Department of Business & Professional Regulation P.P l a+ Florida DepaMxnt of Business & Professional Regulation Peg., a l Building Codes and Standards 1Nrm+a Building Codes and Standards +/am+s Building Codes and Standards 1152018 Building Codes and Standards + 5rm1e Product Approval Application Detail Product Approval Application DetaN Product Approval Application Detail Product Approval Application Detail FLIN RaMk EakLor Dint gala Dab Pandwa gist F1.01e U.11. Same Enftw gat: 20 cob Pontine gate DaMk bma Version ltendamluc Enter, a CoalMt E.Oknc&lJ.— Vakkted®L gala Rde paw Pa min Validated AulgraWd FISCA-real gas Ae,,,yMl ama "152ZlJU Siam bma rimm MMU&teur Enft ar get EnchuguraLicense Validated By Rats gm DON Panding me Ydddw AMkMbftd PS uI Aggmnd Store mm Ymtea Revision 2D17 mlmldaoturet MI Wildoes and Door C&WV . Exterior Doors aubCdagery: SMV Egerton Door AssemDgea 0, pH race Mended: Evskrlbrn Repot 6'om a cedes 102WELLUMM YdIdt ed Sir Brent SUnW Laa s Roberto LanStevan M. ikidx• PE (717) 365-M PE-02514 (I'M 317-8454 bsanger®mbd.com Youd" AWMW FIIC.AW-M OBf13M17 Oa11/2017 Oa16=17 Agnrmad 10/low17 Elma Approved bore Ylreka Rgbbn 2017 jillaujilaill MI Windows and Doors Cehaw. Exterior Dope300 SubCaleggy: Skdrp Exterior O—A.eembke. Rogi M.d EwluWar Rpgt from a Carew EOOdneaLN.Lh— Validated mC Brent Stringer Luis R bat to Lomas Steven M. Urk:h, PE (717) 355.3PE-02514 (717)317.8464 baNkWrn®miwd.com bill d Aummm FOCAgl@Yal OW13RW7 Oa112017 Oa16=17 Aaserolad 10110=17 ante Approved Revision 2D17 Ckpay SuN01rp Products Company Category- Exterior Doom eubCaegory: sensorial Exterior Door Assemblies Company Method: GNSadan Mark or Liking Mad vvash"aek intletax Teseeg Service NA, GaryPReshw M2 (513) 7704 inG (513) 5194WO mvveerorfiekQdopay.00m 11I2W2W7 061102017 12106=17 Approved Revision 2017 Cbpay Building Produeis Company Category: Exterior Own; aueCsiagarp Sectional EXWW Door Assemblies Complace Methak Certification Mark or U*V Mad. wa b~ bask Testing Services NA, Gary Pluelder (513) 770062 .8Ise. (513) 51 B•6568 nnnestpMld�dopaycom 112a2D17 co mOR017 121062017 Mp WAd � — Fionds Reg' I - Ardfked or a Licensed Fbnds Fl ndprds Architect: or a Ucenaed Plonks eEngi Proeeabnal Engineer Protseabnall ee Approved for Use Ate' .tgt4d! lofaat Rdat OLW AsaxagneeAporoved. for this Annealed fo[LUse leas Ramon AareA C A Irsomallign Dab Iam1JJZ SideasHVINZ neriew Eaawrs Nana PI>a�tQssgdaka InHYNE Dead"lDHZ Asiliess Pressure37 Bt1mISUBAProaonk amd Product Model. NianMr or Name 2wdkAumma Product Dwriallon ODROd Enwridw Data Aporamd for Use Al omad teka [l In lDmZ !� � Pressure ANA Quasar AuaronMi PMAM nd A.for Lie A I� I1011169 Outside Is" HeWaa Raft PresMm 037 vVb-OB PAN-2F151: 84A, g!, 73. 7S. 16W, 190. 76, 76V, 4RST, 4RSF, 4. MRSF, 2RST, 48, 42.56, 408, 1M 428, 55S, ODES, GDSSV, CRSS, GR56V, ARKS, ARBSV, Steel Pan (min. 25 gas SWgWCw(up to OV wide) 0&I2/2028 WINDCODEV174; W5 Causes Door No Yes No +30 PSFf-02 PSF 53 053 W5-16 PAN.21`153: 84A. 94, 73, 75, ISM, 190. 4RST, 4RSF. MST, 6RSF, 48, 42, 56, 48B, 428, 55S, G05% GO5SV, GRSS, GRSSV, AR5S, ARSSV, EDSS, EDSSV Steel Pan (min. 25 ga.) Doubb-Car (SrT a 16'lr 06212028 wide) WINDCODE&N74; W6 Gersge Door No Yes No .30 PSFAW PSF (D 1 SERIES 420 ALUMINUM SW SERIES 420 ALUMINUM Soo OXO 12/31=0 NO Yes No WA 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OX, XO, XX 12012018 No Yes No WA EOSS, ED63V 145.3M&quokxl1O8quct NOWREINFORCED 98&quotxe0&quok NON -REINFORCED O Florida Department of Business & Professional Regulation eg Building Codes and Standards Product Approval Application Detail PeP 1 a i carols Florida DepeftTNeret of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail PeP i a i + 62o1e Florida Department Of Business & Professional Regulation Building Cedes and Standards Product Approval Application Detail Page a 1 ,nrm+a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PeP+ a, a� , Cg& AGO= 23111 gale ! gate bag Version AN V*Kkm a Dallta L�&Ll�e Yd t Yalldakll alb FS1CAaa� Am®ad ante Revision 2017 MIVMdaq set Doors BnM SMeger Luis Robert Lamas &even M. Urldn, PE OB1132017 MlI2017 Oa152W7 10MO2W7 Approved Category: Exterior Door (717) 3854300 PE-82514 (717) 317-6454 awcasagary:SikfkgExteriorpopAaaarraMa MIIAnger®rrdwd.00m lbmpllaeee Metlrod:fiveriorDReAssafta ne s Meth n fr F1.11021511,409 Shctla EOIkLa gtle gala gme 1Yge Yareka ll onlrsr Smaard Emlo:x& L t Yaatlfd ant l7D Alrsrelal Aga®ad alma Revision 2017 POT kduebbs Dean Ruark kWrM-Dade B000-CER MIemFDsda BCCO-VAL 12202017 112miT 1226J2017 Approved Category: Exterior Doors (041) 48"100 (788i31S2690 SubCbg Method: E.Uwlwtlonkte icks drueMQpgthMgtdee.com F1JLt15374d7 Sark EDINrx &a Rde Da Pena gas bfae S(areka tNtredkm®r contact El kW&Lk� Validated By Y�tla1W $limYd FWAgges[Y Amprov d Bum �'� 2017 CURRIES 0Misbr Doors ,tree Dedk Dew UL LLC Ted )M47 PE 11/3W2017 10@6/M77 12/06I2017 Approved Cabaory:ExisrlorDose (841)4D4.2844 (305)888-47g7 aohCabpary:all Door Component Oave.dedlc®waebioy.W complrrMa Meanod: Certacetiue Mark or Listing m PLC � Eol&tOr gala gels 20 Mae vwwm d Anoka Eaaroaill�a Vessel ev Y ant !ate ante Revision 2W7 AM caNMdows and Dogs Brain36"3r Mlsrkn Arcs Anocl awn 7-8454n, PE 122a2017 t2J13r2017 Validated CNepory:lNkfdoa (717I3863300 tAanubcNnrsAseodatlon p17)377 BWCMagory:Skod- Hueg Wtenger�Mwd.mm Compileuee Method: Cemflcetlee Mask or LNgg ArdnbW of LloonsROW Fioritla Fbrlda FL11a374i7 Prednxte te Professional Engineer for Use for bnom A m AlmrmCh a Dni@R West prw Aood for Ibe ADI O"d.BlStss kaMlt Designsin ala2 Quasar, Assummos AD laH1d>i ! based BrWaa dksksh PreaaYre Eat 10 Praeger ges. Nuww err Nay SGD-0570 (Large Missile MVKQ GROMetEa Vinyl SWIng Gisee Door 00142021 Approved Apoirchad.Yss a Ia.IBIHi OIe2N12HVHZ Yes Yea Jmmk Y" � Purim WA aagt 1 W, 707, 727, 747, sod 847 Single and Pals of Dogs P donm Flush, Glazed, ant Lowered single and pairs a 12f312025 hollow metal door. te.tgfHi Outside HVHZ Yes Yea ttssWml Pressure Yes WA Asa 2 Product Md§L agateLffAses 185 SH Product Description GRUOMMEERkWWLQM 52x84FhVPisngs Frame KnG Single Hug 10109MIS In Hym Shbd".H1mi ! No Yes No Pllsslm +601-M 5 SERIES 420 ALUMINUM BGD REINFORCED SERIES 420 ALUMINUM SrrD REINFORCED )XX 12191@016 No Yes No WA arm.SBtlkdt 143&quo1pr98&Wot Code Vorsicim 17 261.10 Cn Department of Business &Professional Regulation Building Codes and Standards P.P+a1 116 018 Florida Department of Business & Professional Regulation Building Codes and Standards Pape+at 11=16 OFlorida W Florida Department of Business &Professional Regulation Building Codes and Standards P.P l at 1152018 Florida Department of Business & Professional Regulation Building Codes and Standards Peg., a 1 1=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Datall Product Approval Application Detail FIA1111411,1111 F .Bade btaa version maideassir EakLa Silent EaaoLLLMM YtlkaadBy ode gait ltatelydm Yaudod amain FlIcAndrowd go Aaaa6nd alarm Sate bfaa version lWWhmmr liakL9[ Contest EOafrataLicense ValkbtedBy Qate Date Dab Pending Dak YddWII Ommmd FWAgaroyal AmoRmw lies Pli1a3T9-R6 flt]53711A6 Salk lyga Y!� Review 2017 Manubscl rev CbM Balking Products Comperry Category: Exterior Doors Emig goatee lJ .A.L� Validated By Mink Westerfield Intedek To" Services NA, Gary PryMer (513) 7704 M ko (513) SIO-WasarplePnaa Relt 21b gym Yaw&d m EHC.Aoomde 1129/2017 081102017 gets AaMmnd 12105*D17 ante Approved 290 mm VKMIon Revision 2017 mYaatemmt CIOM BuBtlkg Products Co npany Category: Exterior Doors smaller or Conted Eafthisaa ism" Validated by Mark WeoarMkl Inbrtek Testing Services NA, Gary Phrshler (613)770-0062 Inc.Irxc. 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E Florida Department of Business & Professional Regulation Pap l a 1 Building Codes and Standards 115=18 Product Approval Application Detail FL&190M Sable Ead4La lek Rot DabElDdm Beg mm Vanden lY shwa corded 1 dLiea a udmomm Yam EWSSM I Aostanond order Revision 2017 riW BWMKp Canponents Group Mra Stan Lewls ICC Evaluation Service, LLC MAIM. Ranieri, PE 09II82017 08=2017 092102017 Approved Category: SWclural Components (847)9184473 (407)681-1917 Subcategory: Truss Pan sbwte@alpinaew.com compliance Matltod: Evaluation Report from a Product Evetuafion Entfer FL#lgn4m Products Aged ProdedMedeLxMMarawm. Aau(aredtuiMe. Alarmed fruee hga21" PtnffiNsl n kJffili OL4"tlAR Plagum 3 RW W"Alpine Tmbx MeW Connector Plies 12/312022 Yes Yes WA WA PLASH 22M mm Ymkn Revision 2017 ITW Building Components Group had, Category: SUIMural Components SulaCWpory: Truss Plate CompRu Melhed: Evaluation Report from a Product Evaluation Emtly PM9994tl Products Asa! 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GuffRib over 15132&quot; Plywood -138.5PSF 5 1&quot; Versai-oc.032&qud; Aluminum 1&qud; VersaLoc min.032&qud; Aluminum over 041122024 Yes Yes MIA +N/A/ 15/32&qud; Plywood -101.OPSF 6 1.5&qud; 24ge. Gulf Snap 1.5&quot; Gulf Snap 24ge. 168,quot; Wide Rod 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -116.6PSF Search Criteria 7 1,11,qud; 241e, VarseLoc 1 5&quot; VersaLx min 24ge. 16&qud; wide Roof 04/122024 Yes Yes N/A -NIA/ Panel over 15/32&qud; Plywood -123.5PSF Code Version: 2017 6 2&qud; 24p. MegaLoc Mn 24 Ga.2&qud; Megaloc 18&qud; wide Rod 04/122024 No Yes NIA +N/A/ Application Type: ALL Panel over 15r32&qud; Plywood -108.5PSF Category: ALL 9 24 Ga. Gulf Lek Min 24 Ga. Gulf Lok 16&quot; Wide over 15r32&quota 04/122024 No Yes N/A +N/A/-96.7PSF Application Status: ALL 10 24 Ga. Gulf Seem Plywood Mn 24 Ga. Gulf Seam Wide Rod Panel 04/122024 No Yes N/A +N/A/-93.5PSF Quality Assurance Entity Contract Expired: ALL over ix4Wood Pudins war war&quot:qua; Product Desaipthm: ALL 11 24 Ga. Gulf Seem Mn Seam Lock,Plywood Gulf Seam, 1 3/4&qud; Snap LONG, 04l122024 No Yes N/A -N/A( Approved for uss outside HVHZ: ALL qu t; 188qud;Wtle Roof Peril over 15(32&qud; Plywood -108.5PSF Design pressure: ALL 12 26 Ga. 5V Cnmp Mn 26 Ga. 5V Crimp Rod Panty over 15132&qud; 04/122024 Yes Yes NIA +NIA/ Data To: ALL Plywood -156.5PSF 13 26 Ga. 5V Cnmp Mn 26 Ga. 5V Crimp over 15n2&qud; Plywood 04/122024 No Yes NIA N/AF131.PSF 14 26 Ga. 5V Crimp Mm 26 Ga. 5V Crimp Rod Pared over 1x4 Woad 04/122024 No Yes NIA +N/Al Purlins over 15/32&qud; Plywood -156.5PSF 15 26 Ga. Gulf Lk Mn 26 Ga. Gulf Lok 16&quot; Wide Rod Panel over 04/122024 Yes Yes NIA +N/AJ 15n2&qud; Plywood -161.OPSF 16 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&quota Wide Rod Panel over 04/12/2024 No Yes NIA +N/AA63.5P8F 15r32&qud; Plywood 17 26 Ga. GuIfPBR Mn 26 Ga. Gulf PBR Rod Panel over 15132&qud; 041122024 No Yes NIA -NIA( Plywood -154.7PSF Florida Department of Business & Professional Regulation kap2of2 Building Codes and Standards 3rzaz01e Product Approval Application Detail Oralhv Assurance Approved for Use Approved for Use Impact Do" Rotlud Oescrldlon Contract Exolretlon Dale In HVHZ ResistardD'reswre Min 26 Ga, GutfPSR Rod Panel over 1x4 Wood 0411212024 Yes Yes N/A -WA/ Pullin$ error 15/32&quot; Plywood -151.7PSF Min 26 Ga. GuIfPBR over 15132&qud; Plywood 04/122024 Yes Yes N/A +N/Al -154.7PSF Min 26 Ga. GulfPBR over 1x4 Wood Pullin over 04/122024 No Yes N/A -NIA/ 15r32&qud; Plywood -151.7PSF Min 26 Ga. GulfRih over ix4 Wood Purlins wer 04112/2024 No Yes N/A +WAv 15r32&qud; Plywood -164.2PSF Min 26 Ga. GulfRib over 15r32&qucb Plywood 04/122024 No Yes N/A +N/A/ 159.2PSF Min 26 Ga. GuffRib over 15/32&quct; Plywood 0411212024 Yes Yes N/A + N/A/ 159.2PSF Min 28 Ga. GulfRib over 1x4 Wood Pudins over 04/122024 Yes Yes NIA ` N/A/ 15r32&qud; Plywood -164.2PSF Min 29 Ga. GuffRib over 1x4 Wood Purilm over 04/122024 No Yes N/A -NW 15132&qud; Plywood -123.5PSF Mn 29 Ga. GulfRib over 15132&Wd: Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF Min 29 Ga. G.ffRib over 1.4 Wood Pudins over 04/122024 No Yes N/A +N/AJ 71168,qud; O.S.B. -JOI.OPSF Min 29 Ga. GulfRib over 7116&qud; O.S.B. 04/122024 No Yes NIA -NIA/ -116.OPSF FL #: 11651 Product Manufacturer. ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for us. In HVHZ: ALL Impact Resistant: ALL Data Rom: ALL /C/_ i CA N _ CU 2 �L/ U Q. O .� 2 C . � CU 0 '0 4-U) CL 0-0 CU U 0 Q C O CU O .0 p Q_ �O .0 � � -4 V/ U) 21 Cb ■ Yit• a) C: U U) O }n,� W U) O faaaaall U U O L wCL r� Cn V U We G Q Z Z Q J SHEEf NO. PA 1.3 TKy 1ti8 ro�'� i�