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Home My WebLink About35926 Saddle Palm WayI. i - — �d�- "i4 - 11 — 1 .1 1- - .4 L III I_ - - - , 1. 1 - � -1 . - 1. , .. � I I - . ---- -- . — �,-ty WrTH pnp�!NUNG All WORK S"All" Cor,- wr NA CTI Ctn- �-,F AND TriE AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F. F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookSheff BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot Bottom BP or B.P. Bypass(door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or CIg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONNorCONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) D [A or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. DryerVent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior 7- FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor 06-09-17 1.0 12-28-17 2.0 01-04-18 3.0 ABBREVIATIONS FIX or FXD Fixed FUR or Fir. Floor FUR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KNVALL or KNVall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. U. Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T,S. Not to Scale OE or O.E. Owners Entry OPNG or Opn'g. Opening OPT or Opt Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PIL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot FIT or P.T. Pressure Treated PW or P.W. Pre -wire REVISIONS PWDR or Pwd. PowderRoom RA or R/A or R.A. Return Air RAID or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPEC S. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. ShearWall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O. P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW oi Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V orv. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V. L. Versalam VTR Vent through Roof Worw Washer Wforw/ With WA or WA. Wedge Anchor WC or W/C or 'N.C. Water Closet (toilet) WD or Wd Wood WOW HDR or WDA HDR. Wndow Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing ftre) WP Water Proof(ing) WS Water Softener WWF Welded Wre Fabric (Mesh) NEW BASE PLAN 2017 FBC CODE UPDATE ADDED HVAC IN LAUNDRY INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5.1 ROOF PLAN 6.1 FOUNDATION PLAN 7.1 FLOOR FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3M DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCTAPPROVALNUMBERS PA1.1 PRODUCTAPPROVALNUMBERS FP-A1.2 PRODUCTAPPROVALNUMBERS PA1.3 I PRODUCT APPROVAL NUMBERS MEAN ROOF 15 F7. HIGH TYPICAL 02-21-18 4.0 ADDED GRADE BECAM 150 MPH ENG] FOR SINGLE STORY HOMES 04-13-18 4.1 2 -18 4.2 08-18 REV. DOOR TO WC IN M. BATH ADD ATTIC ACCESS TO 1 ST FLR. 1%1FZ8M ILM IE INI INI P 3246 MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the tideblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer If Engineer prior to construcbon. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. C—/> 4--J 0 V) U LU E 8 I C-, K � Q 79 00" LL 00 CM < o co S.:s 9< C; A I N C-B-D-C 10 W ci c; Z Z UA Z lot IWL C C,;< Z 4- QJ 04 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com UJ Z H tZ a: Z 3 8 LLJ Z 0 LMU E, Z -0 C/) 2: 0 > UJ :> Lu u o H - Zo Q0 2 < Z 00 I- ;Z Lu Z LLI r4 Ln I Lli X < Z � Ln < Z Z t- co 0 C:) Ck Z :5 U LLJ Z rn T-4 101- (n SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO 42 SHEET NO. C S will �._.4LA__J6 LILL. _-'a _jjjlAj�� 9! Fm� Q 35-SH TYP @ 2 STORY 50'-0" rrLell.., 4'-8" 8'-6- V-10" 1 V-6" V-15" (D G) AC PAD H.B. 35-SH 6068 S.G.D. TEMP. 25-SH EGRESS 0 1111111111111 25-SH T z . 23-SH TEMP. 111111 117b� j IF TB � � Lu :3 MASTER 4�03:0(!)o I XO X(r LU 6 7: X MASTER FAMILY RM (4) 2 X4 #2 SPF SUITE STUDS W/ 5/8* 8'-8" CLG. ---BATH 8'-8" CLG. ANCHOR BOLT & I CARPET (18) 10d NAILS CARPET 868 8'-8" CLG. I TILE 17'-71" 3'-�-' L OP EX 1 C r C? I 2668 cc) 0 BI-FOLD Wif #2SPF Z. Lu @ 12"O.C. 9 4 (zo _j 00 FIELD VERIFY HEIGHT .0 10 11 (D 00 0 /F PER MECHANICAL (000 co NV 1:14 C, CONTRACTOR 04 (3) 2 X 4 #2 SPF LM 7,. 20'4k STUDS Wif HTT4 �\ W/ 518"ANCHOR . 5'_1 11" C 2868 - .1 - - I __ I A'_` " � .0 1 1 27 64" 2 2E BOLTS NAILS & (18) 10d IR T C r 41 G H2 Y�u RY - I +42"SLOPING S3 H1 8-4 1" 41 C HALF WALL . I - - - A.G. - - W. I. C. T-------t GG S3 PLATFORMS FTH-71 30" A. F. F. 8'-8" CLG. --CAFE Up JAD 8'4' CLG. H1 14 1 !3 15 1,6 '7 1 L9 110 R&S 3.,r"X 7' 4. A 7 P.L. 1 BE4 COLUMF cr col I I 5j- z GG 9 11 112 %%00 H2 S3 - I GG !13 - S3 8' C (3)2X4#2SPF STUDS W/ HTT45 W/ 5/8"ANCHOR BOLTS & (18) 1 Od rCC NAILS DRYER VENT THRU WALL cc S3 % 0 6'-8"-- FB -29011 - co WY FITT, 5 Wif 19 Ah CI101�180 A (1E) 10d NAILS 00 116 H2 I I EDGE OF SLAB 2" BEYOND WALL BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN - - - - . . 2868 REQUIRED PER FBC - 24 (4) 2 X 4 #2 SPF D.W. I STUDS W/ (4) 16d L - - - im NAILS @ BASE - 3 CAR GARAGE _TSINK W/ DISP KITCHEN I OPT. REF. 8'-8" CLG. - z 00 8'-8" CLG. I 6-2g7' 5,-111 8. 3'-8" 20'-0" -TILE 14'-10" RANGE 27 '2 IR I __S_HDRAT8'-G"___ 00! FT'T'T T T_ 60 CID -0 - vla . r cou-I PAhTVR :01, '11 r, 1( -c-c,,,, �, �3 r - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- (D 8'8' Tl� E r- - - - - - - - - - - - - - - --- 5-SH FQY[�R 16"DEEP V-8"CI-G. 6-8j" 5-721" V-785 4 16 x 7 OVERHEAD DOOR FLEX bi 001- ;0 U) D S3 - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - �l 8 x 7 OVERHEAD DOOR 8'-8" CLG. (r CARPET in OH NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. WP @ (D (D GARAGE 25-SH 25-SH ENTr-% T EGRESS 3'-10" 3'-10" 7'-8" 4'-0" 2'-0" .8" 81-01, 16'-0" V-13" q� 164" 6-0" 101-0" 181-8.1 L 50'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP Wif 1/2" FLITCH PLATE <6>(2) - 2X1 0 #2 SYP W/ 1/2' FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 13/4- X 11 1/4 LVL 2.OE Fb=2600 PSI <e>(2) - 13/4" X 9 1/4" LVL 2.OE Fb=2600 PSI (2) - 13/4" X 16" LVI_ 2.OE Fb=2600 PSI (2) - 13/4- X 7 1/4" LVL 2.OE Fb=2600 PSI (2) - 2X4 #2 SYP Wif 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 TYP @ 2 STORY (3) 2 X 4 #2 SPF STUDS Wl HTT45 W/ 5/8"ANCHOR BOLTS & (18) 10d NAILS TYP @ 2 STORY I : General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 13/8" in thickness, solid or honeycomb -core steel doors not less than 13/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: a From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. 9 From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. a Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. 9 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 pliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" rA -) \1� +29.7 -30.8 _D� +29.7 / -39.2 +28.3 -30.8 +28.3 / -36.4 +26.6 -28.0 +26.6 / -32.2 SEE SN SHEET SEE SN SHEET NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE"WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALLLEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All 1ST FLOOR LIVING AREA 1880 2ND FLOOR LIVING AREA 1375 LIVING TOTAL 3255 GARAGE 679 ENTRY 36 TOTALAREA 3970 INSULATION REQ. LOCATION R-VALUE / TYPE EXT COINC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN FIRST FLOOR PLAN - ELEV-A (INSTALL BAFFELS AT EAVE) SCALE: Y4"=V-0" GARAGE SEPARATION I R-1 1/R-13 KRAFT FACED (GARAGE if LIVING) 0 0 F (D V M (D CZV) Q) C-/> 4-) LU 0 0 LU 04 00 .00 < A te z- ul LU flirt z NO NAPNH Caw., 'I e ci) 0 ROFESS 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. Engineses signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers -signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 w1ennarTarripa.com F5 Uj bnoP!- 0 z < < Q N � 0 z `0 %%-000 0 3: 0 41M ILL 1117114 11-- C/) j tj r4 00 aff Z Z I- r*j 0,W �j LU Ln < z -Z Ln 110 C� z Z :5 t-u Uj 0 r_1 V--1 10- 1 Ul I a SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO 42 SHEET NO. L L � i�"Uig,61-�A:"-,-All�,;��d.L.�L.W-Lit,�I --LA-,- - --i 1,Lj11___1AJW ' IK0LUdAkALW_M __ili�___ _.� 1-1--, 1. - 1 11 . 1 1 1 1 _W_ . a .11 , � __ ___ - 11 11 1 il", a - - -,L- - t 11 . I - - - - . - . , 'i J, , , 141 "J" ,, - . I � --- - � AAus"Li-��AU � - _ - �� A" F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 19'-821.' L. 1 U-7 - W/ (1) 3"� MSTAM36 3 ��2 W/ (1) (ED2 MSTAM36 C? 2 BEDROOM 2 50 8'-0" CLG. W CARPET Mu 640 8-4- J., �1-721" 1 6 3-021" 6 -2 Z7) (2)2668 BI-FOLD �4 184, ,P 1 4-SH 16" DIP. 911 - - - - - - - - - - R&S LINEN I � I 1 9 CD 2068 Cn I BI-FOLD OP z BA H 2 :5 ::) :LN T C 00 Cr ir 10 LE CN Lu Ir U) 1 -8 0: Q co co in CN L9 04 2'-IIM�4 T-2" 6'-0" 6 T-O" EO 3 LO co ,a TYP @ 2 STORY - I I C S6 3 (2)2668 BEDROOM 3 BI-FOLD U) 3 D2 _R, 00 00 8'-0" CLG. D2 W/ (1) MSTAM36 CARPET I W/ (1) MSTAM36 E 0 0 9 0 Ilit 25-SH EGRESS 25-SH lit IiW <8> <8> 4) E2 I L 5'-6t' L S-8" L T-15" L KNEE WALL- 11 BONUSROOM 8'-0" CLG. CARPET 14'-1 G) 0 0 1/2 35-SH 25-SH 1/2 35-SH I <8>I H1 1'�� 6 D2 0 L \,, �2 W/ (1) MSTAM36 R&S 2 - - - - - - - - - C14 2668 4 C\l W 5 cxn Ca CDN 16R 0 W. I. C. C 11,668 4-SH 8'-O"CLG. 16"DP. N iS� R&S LINEN Ar-7 2068 b �,BI-FOLD 3'-7" -021" 1�_81- 1'_1 12 Oil 266 M. , ;it 00 (D (D C14 19, TYP @ 2 STORY /__J� BEDROOM 4' 8'-0" CLG CARPET' 7' BEDROOM 5 8'-0" CLG. CARPET '0 1 (2)2668 ca Ir BI-FOLD A ,6X NO uj i <8> 4) TYP @ 2,' /11' �j 1W IWA 01, Niv 01 a 1 1 q-3-21" 1 1 G) lb FIBERGLASS 25-SH 25-SH Cr S 0 SURRO EGRESS <8> H03 D2 TYR @ CORNERS V-8" if 8 EO M HEADER SCHEDULE MARK HEADER SIZE REMARKS <e>(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2XII 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FILITCH PLATE (2) - 1 3/4" X 11 1/4 LVIL 2.01E Fb=2600 PSI <e>(2) - 13/4" X 9 1/4" LVIL 2.OE Fb=2600 PSI (2) - 1 3/4" X 16" LVL 2.OE Fb=2600 PSI H8 (2) - 13/4" X 7 1/4" LVIL 2.01E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow QIS4. 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 I Anr. EXTERIOR 2ND FLOOR BEARI G WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 81-0" 2x4 SYP #2 16" O.C. SPF #2 91-01, 2x4 SYP #2 16" O.C. SPF #2 >91-Off 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 .5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance With sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped With solid doors not less than 13/8" in thickness, solid or honeycomb -core steel doors not less than 13/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Eld. 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 (1102 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" ('A \42/ +29.7 -30.8 QD� +29.7 / -39.2 +28.3 -30.8 +28.3 / -36.4 +26.6 -28.0 +26.6 / -32.2 SEE SN SHEET SEE SN SHEET 9 ; 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 WALLLEGEND 11111111111 MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL 1� I � 171717171717 1 - 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 "All 1ST FLOOR LIVING AREA 1880 2ND FLOOR LIVING AREA 1375 LIVING TOTAL 3255 GARAGE 679 ENTRY 36 TOTAL AREA 3970 I 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 SECOND FLOOR PLAN - ELEV-A CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION -r-1 (GARAGE / LIVING) 1 /R-1 3 KRAFT FACED I SCALE:,V4"=1' _0#1 00 y 0<1 0 0 00, CD __j 0 4--J Lu U 0 LU C) LLJ aimCl) ;E! C14 L 0 0 U_ 00 < Ln 94 Ci Al ED. `8 DO U) z z me 10 1:140 il "IeA NN � ft tp.< z in 4) � N LL. W, __j c) =C"- IPZ f s; (U V/z ROFES To the best of the Engineers knowledge, information and belief, the structural plans and specifications oontained within these drawings oomply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Lu z Z W 00 N 0 j8 Z 0 0 Z -0 _j LL 0 ;z U r.4 0 R 9R6 re) 0 LU C.1) 1:_U P 195 81 r4 do �, 51R� ;it uj < z 00 < cc 030 U_ 2 Z LU _j r*4 In Lli 2: di X < &6!j 8 8 Ln < z z t-u 28 Cal 0 0 d) Z Uj uj rn SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO - 42 SHEET NO. 1.2 I C', F! LO co I Q-11 KITCHEN MIRROR —A— A 17 ZZ MASTER BATH FIN. FLR. 1 15 I 1 1 I I f'PLYWOOD @ 11 FIN. FLR. @ LANDING F LANDING 2X8 LEDGER #2 SYP (P.T. IF MAS.) w/ (3) 16d NAILS /2x,, 12 HDR. w/ (3) 2x TO STUD OR (2) 1/4"x3 1/2" TITENS T15—MASONRY @ I STUDS AT EA. END 16"O.C. FOR BEARING 2x8 #2 SYP JOISTS @ LANDING @ 16' O.C. w/ STANDARD (3) 2X12 STRINGERS W/ CF�SIMPSON A35 CLIP OR LUS26 HANGER EA, SIDE SIMPSON A35 CLIP TO FLOOR SYSTEM 2X FRAMED WALL 4�! go 00 9 I - co POWDER 36" H. CONT. GRASPABLE RAILING I --,, 10 10.1 9 T8 al 7 1 "1 K 6 1x8 CAP & CASING 5 1 x TREAD (TYP.) 1x RISERS (TYP.) (3) 2x12 STRINGERS 2 N�l 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 — 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. KITCHEN 9 60 MIRROR 7 BATH 2 LLi LL I TOTAL RISE = 1 U-0 3f (16) RISERS AT 7 9/16 10" TREADS w/ 1" NOSING Stairway construction shall conforTn to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: VMnder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. VAnder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 Inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handralls: Handralls shall be provided on not less than one side of each continuous run of treads or flight with four or more 42"SLOPING risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of HALF WALL ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight, Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handralls with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 Inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 9 80 KITCHEN ISLAND MIRROR —A- -77 __7 BATH 3 INTERIOR ELEVATIONS SCALE: 1/2"=V-0" STAIR SECTION SCALE: 1/2"=V-0" 5 0 y 0 fl "2 Q_ U) C—n 4--J UJ (Dru 0 LU DO= UU U_ 00 -00 CM Lo A Al &we X-C-B-D-C dki� S G. 06 S F E To the best of it% Engineers WoMedge, information and belief, Me shx:tural plans and spedfications contained within these draorings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineses signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers sigrigure and seal. LENNAR 4600 W. Cypress St, Sufte 200 1 Tampa, FL 33607 www.LennarTampa.com 1 9 Z 0 8 fl5 < 0 CL LM U Z 'a Nk� U LU .R0 10, 2 00 ;Z uJ Z LLI _J r4 in -I Lij X LU < Ln go C1.4 < Z Z t— U, 18 0 C) Ck Z :5 U LLJ rf) rn I T-4 (L I V) SCALE AS NOTED DATE 11/2/2018 TECH: KFPAZER VERSION NO' 42 SHEET NO. 2 IGO 60 9 o? BD it; C> �n CN C, C tRl CM b 0 HEEL HEIGHT - - - - - - - 1,10111 - - - - - - - - - - - - - - - - - - - - - T.O.P. HDR. HGT TEXTURED — CEMENTITIOUS FINISH OVER SHEATHING (TYP.) 2nd FIN. FLR. L T.O.M -- - - - - - - HDR HGT. TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 9 9 2" Typ� IN —Y F.FL. J ci F 1 16'RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 Z:Z�_5 L -.., r ------ 1 " x 10" SMOOTH TEXTURED - - - - - - - - Z- - HEAD / BAND- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - 12 5F�:�, 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 10'RIDGE VENT 1 " x 6" SMOOTH TEXTURED HEAD/BAND General Notes ROOF CRITERIA: * 12" OVERHANG U.N.O. * PLUMB CUT FASCIA ROOF * PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation FRONT ELEVATION - AThe Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. Minimum net free ventilating area shall be 1/150 of the area of the vented 12 -6 HEEL HEIGHT — - — — — — — — — — — T.O.P. ---- - ---------------------- ------------------ HDR. HGT. TEXTURED CEIVIENTITIOUS FINISH OVER TURED CEMENTITIOUS INISH OVER SHEATHING (Typ.) L 12 3 ci ci - - - -- T2-'-0-" 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TEXTURED CEMENTI,rious FINISH ON C.M.U. (TYP.) 00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - r1d _IN. FLR. 12 CJ / WEEP SN T.O.M. -'-* H DR HGT. 2'-0" L 1 3'-0" I ]-� RFL. 9 r- = 100 zo 60 I space. I "a ventiloung area may ieduced to D300 provided that at leastifuw ,_O,o but no more than 50% of the required ventilation is provided in the upper portion SCALE: 1/4"=1 the space to be ventilated, Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use tl 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 R. of Deck -Air Needed) LEFT ELEVATION - A : 1/4"=1 1-011 0 0 0 M C� V) 0 C—/) LU LU V) 66 =) C14 r 120 ME 0 0 C, U- 0 CO CL a;< Ci N-C H-D-C CNI Le :2 Z- LU Lu It GC 4. 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com I cx UJ z U) � a. LD r 0 4 01 o: R� 1 1, 1 0 Ul > U.J 8 __J L.IJ 8 z Z� C) L-U z -0 111*� 0 W 4 0 11,10 < .7Z P- �86 0 Q R = UJ 0 ' r4 Ir LL I R� z < 00 Z Z LU In Zu Ln 010 z 4*: r-4 Z Z tu- Ln ca 0 :5 LU z UJ z 0- SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO - 42 SHEE'T NO. 3.1 TRIDGE VENT HEEL HEIGHT 1J'-O" 710 TEXTURED =1co CEMENTITIOUS FINISH OVER Co SHEATHING (TYP.) _2nd FIN. FLR -- — — — — — — — — — — — —T.O.M - — — — — — — HDR HGT. Ci 17'RIDGE VENT OP 6D TEXTURED 9 CEMENTITIOUS FINISH ON C.M.U. (TYP.) F. FL - — — — — — — — — I 12 � 3 ci 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 zz��5 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. txterior uovering 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 separa cont nuous p an an any as Ing nten to rain 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 0 At Built-in gutters. Attic Ventilation REAR ELEVATION - A 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 but no more than 50% of the required ventilation is provided in the upper portion 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) -8 * OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT e SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA I SQ. FT. *1f not enough vented soffit is provided due to fire protection, the contractor shall use tl C14 following approved vents: * LOMANCO DECK -AIR (Shingle R000 - 9 SO. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft of Deck -Air Needed) -8 C14 CN C ! R-1 !�2 cs� 1co co 9 I - 10'RIDGEVENT 12 ZZ�_5 12 �;��5 HEEL HEIGHT T—. 6. _P ------ ------------- — -------------------- ------------------------- HDR. HGT. e-- — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP.) Ci 2nd FIN. FLR. T.O.M -- — — — — — BD F.FL. -01, CJ / WEEP 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 3 2'-0" TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) RIGHT ELEVATION - A SCALE: 1/4"=1' 01 V, (D a) C—/> U-1 U 0 LU (A Of tA ZD LU c-, Lu M u_ 00 0) CS M g Lo A I U) z LU J3 4; > Us Z ?5 % ' __J %ilX�SQJ0,C M 0 r��VS �O 0 F E S To the best of the Engineer's knowledge, information and belief, the shictural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com U) 0 LU zoo U C) LLI UJ :> LU cc M�Q o F- LU Lu, z '0 U) 0 > U U) < re) CC < 9RE I!J P LU CC g LU < 00 V- 9 Z z W (1*4 Ln LU ff . § _J '.4 Lli 2: < X < z Ln ko f-4 CD Z 17u 0 LLJ �z UJ rn SCALE AS NOTED DATE 11 /2/2018 TECH: KFWER VERSION No' 4m2 SHEET NO. 3.2 V) CID E 41 E Cl- a_ 00 2" 2" "NOTE: VARIES CAP CAP —N C14 FOAM TO BE USED 1" RADIUS cv), NLY WHEN 0 REQUIRED BY 1/2" RADIUS 1/2"RI 31/2" RADIUS a ;0 COMMUNITY SPECS. IF NOT, 1 OPENING VARIES "2' DETAIL TO BE t 3/4" RADIUS — V-543" l" ce) BUILT Wt STUCCO. j 1/2" RADIUS 04 EDGE OF 4" VARIES OPENING VARIES VARIES 6 VARIES Ac-4 1 1/2" RADIUS 4" 3" /'41 4 4" cl: ckN VARIES L 34" 11" 321- 2 1/2" RADIUS 3" 12J 2 2 BASE BASE 11)34 11-81, 4" "NOTE: VARIES 8- 2" FOAM TO BE USED ONLY WHEN ZD REQUIRED EY COMMUNITY SPECS. IF NOT, OPENING VARIES 2%L� DETAIL TO BE =2 BUILT W/ STUCCO. EDGE OF OPENING 1-1/2" THICK 1-1/2" THICK 4" 10.. N 241" 21" = It 6" N4� 781 2- 3- �2" 4" 2- LU C�: no I > 1-1/2" THICK 2-1" 2-41" 4 Ail 4 2'-4" 7" 4- l 5j" V-4- .3' ZD All 51" ;0 VARI VARIES LLI VARIES VARIES 4" 8" r x r ;0 ZD 6" 4" 7-1 77&� KEYSTONE F1 1 OPTIONAL ;0 ;0 KEYSTONE F11 OPTIONAL r KTiH '3' 2- L �12 1 4" GARAGE " I - I DR. OPENING 3" 4 1. 4- WINDOW OPENING 4" . 1 1 t NOTE: * INSTALL OVER STONE, TYP. VARI e FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH FOAM/ EPS MATERIAL IS ACCEPTED NOTE: e FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 11 V-6j" 2' * FOAM/ EPS MATERIAL IS ACCEPTED L4L 1514' 5' 4" T-8" 7 H 4- T-0' 4" 101, 10" f2" 00 C14 4 ZD V 04 ro 04 C? 9 ro 4 �70. 1"Y70, __j 1j" GENERAL NOTES: 0 1.5 LBS DENSITY STYROFOAM 6 POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH 2-7 LU LU 0 (-h r� F- ru LLI (CID, 7S C-4 U- 00 -00 < Im CID OR Lo Al ED. N,C,B,D,C C! 00 Z UA ci e 6 z U) LU lk� IN Z 0 9 - .0-4 'a Z OR C" 5 LL M T -�::g W'WW.FDSENG.COM 0 C=) To ff* best of the Engineer's knovitedge, information and belief, the structural plans and specifications contained vAthin these dravAngs comply with the 2017 Florida Building Code - Residents 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seeL LENNAR 4600 W Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com UZ 0 uj 8 < U) j j 8 0 < F— z z Uj > V) r*4 0 LL �4. 9 z 0 a: r'j < Z 00 v- Z LU (N Ln Lli < LU < z ti Ln kD C--j c1l ck Z Z 15 L LU LU 0 rn T-4 10- 1 Ln 1 2 0 SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION No' 42 SHEET NO. F1 4 I- - . � _'�J'_b4u - 1� — — __ I I . 11 - — A" — , I � _. m I . � Iii, _' III . :: 1. 1 1 1 . — '_ __ - — �' — I 1 .1 1� I . . - - MEMMOM�" j - I .__L ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. INTERSY! BON TERMINATIOIN NEC 14, 250.94 -/ 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. *perto fights& outlets Dpper to 20 amp ckts copper to WH copper to Dryer t Aju 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: 116" 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 soui ce 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 i1stalled within 6' of the outside edge of a sink. This would include the receptacle installed for a Washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to filfill 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 0=� r4Z:;I_ DUPLEX CONVENIENCE OUTLET I A�� PqF DUPLEX OUTLET ABOVE COUNTER L4:4- r1=0W.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET piiip HALF -SWITCHED DUPLEX OUTLET 1 L91% SPECIAL PURPOSE OUTLET rw 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 I-0 WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN 2—M EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) nCH CHIMES (OPTIONAL) 01 PUSH BUTTON SWITCH (OPTIONAL) E PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) US13 TELEPHONE/USI3 (OPTIONAL) E fq TELEVISION (OPTIONAL) 0 C) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH _N*__j ROUGH -IN FOR OPT. CEILING FAN �3 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT ENTRY LIGHT AS PER SPECS Erva-1 ON n-A VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=l'-O" 0 0 < __j V) 0 C-/> LU -a) 0 LU (A LA LU I -A em CP M �i_@Cq 125 *8 " 0 8. < -C 6 A 1 BID. #A LU U) Isse 14 U_ us cis Z 0 V., qn,f t �� Z5 to r- 4, Z U)M!l pt LU f 6 W Q U VAM.FDSENG,COM 0 U LO 4=) To that 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z 0. U;r 0 P . 0 8 �8 12 @ 0 0 i U z I Z '0 %%-000 L.0 _j L.0 4 X > 0 U Ln r*4 0 0 LL n flP P Ran r-4 < un Z 00 Z r4 Ln Lij .2 ti Z ad� < < Z .." In fn C:) Ck Z Z tu U.j LU 0 SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO - 42 SHEET NO. 4.1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE PPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42"AFF range 2"AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power sourc* and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY I Z7!L. FEF DUPLEX CONVENIENCE OUTLET I zi!�_ FfF DUPLEX OUTLET ABOVE COUNTER 1 Z7!1.. FE�W.p. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET Cn Fiiw: HALF -SWITCHED DUPLEX OUTLET I jr-h SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR C14 220 VOLT OUTLET $ WALL SWITCH LO cc $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE )C�LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE @) 60 LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS C, C4 TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) FCHJ CHIMES (OPTIONAL) c14 -k FH PUSH BUTTON SWITCH (OPTIONAL) E PUSH BUTTON SWITCH - DOOR BELL E @ SMOKE DETECTOR 0 SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) 0 TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60- A.F.F. THERMOSTAT 0- ,<1 CL R9 ELECTRIC METER ELECTRIC PANEL 15? DISCONNECT SWITCH -JIIIIIIII-A ROUGH -IN FOR OPT. CEILING FAN C\ CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN QD (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER NEMA 1 200 AMP METER _T MAIN 0 200 amp 150 amp =j POWER CO. FEED---" INTERSYSTEM BONDING TERMINATION PER NEC 14,250.94 $14 copper to lights& outlets #12 copper to 20 amp cirts 10-2 copper to WH 10-3 copper to Dryer or 410 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. IF --------------------------------------------------------------------------------------------------- UPPER ELECTRICAL PLAN SCALE: Y4"=l'-O" __j V) 0 Q) C—/> 4-J LU C) 0 LLJ LU C.4 0 ILL Go A a FD. t"'s" 8! C" F" w. Z lu Z 1 ?5 Z Ul LLro ju .4 IQ (ti " , 2 WAMMSENG.COM Li Li 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 Oth 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 13 8 0 Z '0 Z > ILILI 0 U U-) 1 LU Uj I- r �96 LU 00 V- < t I Z Z W rA Ln Lij �: 0.,!i �Z§ _j V-q LU 2: < Ln < Z Z V) 9 Cal 0 LU Z Lu 9 rn 0- SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO - 42 SHEET NO. 4.2 i _L I ___ LiAi �' . , .. I .- �. IuijLILI� ! , 11 . � Atk-- � __ , 1 � I . I— 'I.LW , A_ IA"U,Ai.IL�4d, � - I - 1. , - , � '� A . L 1. 1 1 A, . J I I i , Al, III � �LL IJ I I � 1 4kl- "A.-, I I- � � ___ - . �. - & E I ±". - , __— .,M4�h — & — I:. 9— rl� CIA t2 �2 C14 CD -5. 60 29 �2 I. — is E -19 00 ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN Of of vented ventilation to be provided SQ. IN. of SQ. IN. Of Ventilators (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 23.0 1.0 Floor 2719 2610 373 1305 93 653 483.0 345.0 — 138.0 (Z one 1) -NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC Sth ED. RESIDENTIAL. ROOF PLAN - ELEV-A SCALE: Y4"=1'-0" General Notes ROOF CRITERIA: 0 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF 0 PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per 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 layeis shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections At Built-in gutters. I Attic Ventilation I Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comics vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SO. IN. OF NE I Mtt AKtA i UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. 1 not enough vented soffit is provided due to fire protection, the contractor shall use following approved vents: LOMANCO DECK -AIR (Shingle Rmf) - 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) 0 V U) Cl +_J LLJ GA 0 LU C) CD 11- C14 LU 1 M T M 121 12 a C') -=T C) .1 C-4 0 2 C�' U_ 00 -00 M 0) < 0 L0 AI N-C-11- I— C; z z U) LU Ul z 0 C) .......... �0 D' J <61 CJ 0 ......... . 'FO F E % To the best of the Engineer's knowledge, Information and belief, the shictural plans and specifications contained within these drawings comply with the 2017 Flodda Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signaWre and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com UJ 0 8 0 P—L z `0 %%-00 LL 0 > 0 0 U Cr c! ZO l!! F: 0 196 Q 8 tj 06� R < 00 Z Z LU Ln T-q 0 E; I di X < z Ln %D r-4 z z L M 0 LLJ r_1 SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION No. 42 SHEET NO. 5.1 . a 0`1 C14 -8 C14 C" co 501-0" 4'-4" V-2- T-4" 6-110" 2-4- T-110" T-8- 31-1011 5'-8- 3'-10'/' T-6" 2-0- STEPS AS REQUIRED TYP @ 1 STORY t H.B. PER FIELD U.N.O. / / 10'-2" CONDITION S I V .................... ................ 7 - - - - - - - - - - - - - - - - - — — — — — — — — — — — ............................... .. ................ ........ rif"r - - - - - - - - - - - --- - - - - — — — — — — — — — — — — - r )I,, - _� A. / _77 ..... /* CN LAV PROVIDE 1 Y2" RECESS I FOR SGD. REFER TO INDICATES FILLED CELL w/ 3bOO PSI co .3 ( rJ, to MASON'S SLOPE FOR CONC. GROUT FROM FT. TO BEAM WIDTH W/ (1) #5 REBAR VERT ABOV SLAB Jill TYP @ ALL PLACES SHOWN I VER HOOKED FTG. DOWELS 5" E BED "GRADE 19 10 W/ 25" EXT. ABOVE SLAB 40 2'-6" x 2'-6" x V-0 w/ (3) #Ss E W STEEL" HVAC CHASE 3-1/2" MIN 3000 PSI CONC. SLAB FOR BASED ON HERNANDO COUNTY ONLY LOCATION LAV 51 1, 3-1/2" MIN 2500 PSI CONC SLAB I OVER 6 MIL VISQUEEN VAPOR Ci .0'-61" 1 BARRIER 29'-j- IY-0" C1 N ci Cj C(_V� 7// - U-011 r- L _i I L_ -i 21'-10" _J 6 8'-72" V-11 "It 9, 4 1 —0 10:* 11 I 17- =.0 n a I 1:1:i:1Z1.AA_ -VIA-3 L ;7,fl i r r- 7-7- rGG 0 6.L liti /I \Z3 19'-104- 2'-6" x 2'-6" x V-0" T-O" x T-0" x 1 1-0. W/ (3)115's EW ---- 7 ------14. LO -- — — — — — — — — — - w/ (3) #5's EW y 'y 7 HI .-T STUB UP TO 3 1/2" I 2ND FLOOR 1 FOR A/C 0' 4- I & 2STORY I BUILDER TO T-9j" 2'4" 7 -ge -4a /G GN - 10 PROVIDE APP'L*IANCE 2'-8" /07� S3 1 PROTECTION WHEN I r REQUIRED PER FBC Ci F - - - 11177- r D.W. 0 11 0 11 11 1 i L 6M IL- cc S3 7-13" x 2-13" x Lu a- w/ (3) #5's EW 0 I INK w/ DISP U)i OPT. I REF. CH�SE TO I I 00 ISI�ND 9'4�' 19'-71" I RANGE 1171 7 711 1 1� 1\ I = I 1. '1- 1 2STORY 1 tc-c"N Ci U C14 �.. �3 ici L Ci LAV zi (2) #5 REBAR 7- (2) #5 REBAR VERTICALS w/ in in VERTICALS w/ in 8'-4- FILLED CELL FILLED CELL ----------- —7 --- -------- I I PFOVIDEY2"x 91, RECESS FOR FIRT. DOOR - - - - - - - 3'-0" x 3*-U'x V-0" w/ (3) #5's EW )X Ci . . . 3 1/2" 7-6" x 21-6'x 1 -01, UJ 0 Z-113" x 2'-6" x V-IT' w/ (3) #§'s E W w/ (3) #5's EW T16" T- 10" T-101 T-f)' 4'-0' 7-0.� 17- ................ ii: Alt ............... - -I I N. . L S3 4'-0' 2'-0" 15'-4" 6-0- 101-0" 18'-8" 501-0" FOUNDATION PLAN — ELEV—A SCALE: Y4"=1'-0 it NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX -F' OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 0 LA REINF. SEE PLAN. FOUNDATI NP N y U-ji co CL CONTROL JOINT DETAIL SCALE: 3/4" = 1'-9' CONTINUOUS JNF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. 1RIZ. REBAR, TYP. 4.0. ternate: ! reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 0 0 cr) t go C5 18 C-40 LU LU V). LU cli em L, (02 Lu M 0 �,-, LL tm LO a;< ci AI ED.T10 N C B�D-C A - r4 110 eq 00 C., U) _j a z LL 'D thoh, _v < 01 N W% A 3ZC79 C cj� 0 .2 F To the best of the Enginsees knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 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 g 0 ILI 0 C) z z 0 > to 0 LL. U r*4 0 .Z 0 U_ P LU < Z 00 V, Z LLI r-j Ln 4 1 Lij x < In 110 < z z t— 0 6 z :5 U LU 1 LU x rn M V) SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO, 42 SHEET NO. 6.1 (2) (2) C*`1 S CAD -C 0 a �51 LO cc C%4 C) (2) I. — CIO 4) E 0 dl� 100 !9M P. q.O. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 18 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 1450 17 - 10d x 1 1/2' HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 1 Od x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT1 6A 1380 liAn 9-1 nrl X 1 1/9--% 8-1 Od H HIT4 3610 3105 5/8"ANCH. 108) 10dxl-1/2 HTT4 2715 518- ANCH. /(20) 10dxl-112 i HTT5 4350 3740 5/8' ANCH. 1 (26) 10dxl-1/2' HTT5 3225 5/8' ANCH. /(28) 1 Odxl-112 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8"DIA. BOLTS L HD55 * 4505 518"ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6W 5650 7/8"ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8"DIA. BOLTS N LUS96 1165/1070** 1005/915 8 - 1 Od 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 — 310d -1 6d x 3-1/2" R MTS12 1000 860 14 - 1 Od x 1 1/2" MTW12 1 1195 F- 100-5 14-1 Od x 1-1 /2" S MTS16 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 1 1005 14-1 Od x 1-1 /2 T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1 1005 14-1 Old x 1-1 /2: U MGT/MUGT 3140 3140 22 - 1 Od X (1) 5/8- ATR W/ 5- EMBED W1 SIMPSON -SET` EPDXY V LGT2 2150 1850 l SINKERS & (7) 1/4" x 2-1/4" TITENIS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3"WEDGE BOLTS .X. HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" 1 Spi 585 535 10 - 10d SPT22 685 -1 d SP2 1065 605 12 - 10d SPT2 12 - 10d HQP2 645 555 12-1 Od X 1 1/2- MINIMUM 3"MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREAS & 24" OC FOR CARPET AREA'S DROP HIP DETAIL. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS A 11 k, (B) =;A7 A (A) A A III I+ Ulm OR 2 PLY CARRIER 1-M CLEAR GAP BETWEEN (B) TRUSSES 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-), INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128"x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH H THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 '--nl + STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS OR 2 PLY CAR�IER—J -----(A) INTERSECTIONS. SPLICING 2 x CONT LED, R TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-O"ON A HORIZONTAL PROJECTION. NU I t: Zitt,'ji-Itt I U-1 1-UH HUUF FRAMING DETAILS 1. (2)12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. I I 1)w 11) ')A" tHT Tn 01 nOC �W- UAI. DGER. 10FLEDGER W/ RT3A TOP & BOTTOM TO ----I LEDGER (MASONRY) —1/4" x 4" TAPCON @ 12"O.C. TYP TOP AND BOTTOM ( OOD) 1/4" X 3-1/2" WS35 WOOD SCREWS @ EA. TRUSS VERTICAL SHED ROOF DETAILS SCALE: 3/4" = V-0" MAIN FRAMING PLAN - SCALE: Y4"=1'-0" I 0 V (D CL- V) 0 a) C-10 Lu U 0 LU .2 CD in 0) C', M C20 --u C-, C) V. u- co -00 < CD 0) Lo 1W A I SD* , T", D M 00 0 �! z z Lu r U) 11— 1:� ul lilt, W LLI �,% Ma I r) F - 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. Engineel's signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineees signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z WO U 0 W 8 ce 13— F- o z "D 0 > 11400 < U LL 07 ro 90 4! ux': Z 00 I- ce. 9 x ;R� z LU r*4 Ln Lij § �;-? -4 1 L]j 2: x < F� 1;9 UU 11 0 Ln rj Z z t—u z 8 0 C:) ck Z :5 z LU SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION No. 42 SHEET NO. 7.1 4000MI SEMI dMumb INMD 400006 dMOOND ONOWNI 40MB C) �02 V) 00 Typ. @ CORNERS "P. U.N.O. UPLIFT CONNECTION CROSS-REFERENCE 1112118 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 1 112" —B HETA16 1810 9 - 10d x 1 112" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18-8dX1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 0-1 ntj x 1 1/2% 8-1 Od H HTT4 3610 3105 54r ANCH. /081 10dxl-lQ HTT4 2715 518- ANCH. 1(20) 10dxl-1/2 i HTT5 4350 3740 5/8' ANCH. / (26) 10dxl-1/2' HTT5 3225 518"ANCH. 1 8) 10dxl-112 K HD3B- 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B* 4505 3785 518"ANCH. 314"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" a HUS28 2000/4220 1720/3125 30 - 16d x 3 1/2' HUS28 2570/4345 — 30d -1 6d x 3-1/2" —R MTS12 1000 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1 /2" S MTS16 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1 /2" T MTS20 1000 860 14 - 10d x 1 1/2* MTW20 1 1165 1005 14-1 Od x 1-1 /2" U MGT/MUGT 3140 3140 22 - 1 Od X (1) 5/8' ATR W/ 5- EMBED W/ SIMPSON -SET' EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4"x 3"WEDGE BOLTS .X. HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" Spi 585 535 10-10d SPT22 685 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 12 -10d HCP2 645 555 12-1 Od 1 1/2" MINIMUM 3"MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W1 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREAS & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-" MAXIUM SPACING ON VERTICALS OF (B) TRUSS �AK� ++) A T 741f (A) A I A' 11 (+ T 11 N1:71 OR;PLY CARRIER /'T-T—T--T- 1-" CLEAR GAP BETWEEN (B) TRUSSES 6-) 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 1 28"x 3" GUN NAILS. FASTEN BOTTOM CHORD OF B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH H THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 r5e 9 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 �2PLW IJR�-�J 2 CO (A). T R INTERSECTIONS. SPLICING x L TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0"ON A HORIZONTAL PROJECTION. NOTE: bEF- .5HF-F=T 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-A SCALE: Y4"=1'-0" U) Lu U 0 Uj 01- V) V) 0 CN 0 CD < 11- 00 -00 < Cj A III liv A LIN OC CA LLI LU 9.. LU fit z LL Ir-4 0 A-*FdS C0 F F To the best of the Engineer's Mowiedge, information and belief, the stnuctural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential ft Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z g z 0 0 CH LL C) 0 Z� z M < 0 LL U ro Lij 0 po Zo P r 5M ar� f-4 z< � < z 00 v ce Z UJI IN Ln I.Sc -4 Lli 2: Ln kD r-4 < Z z 0 M z z uj x rn T-4 8 SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION No. 42 SHEET NO. 7.2 415 z r3 04 4? C14 C11 I tR1 00 I GENERAL INSTALLATIQN-U-OTES 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-Lintells 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/1 80. 6. Bottom field added rebar to be located at tie bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-926 or other approved coating. 12. Lintels; loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load vertical load Safe horizontal load <1 .0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F32 1 B/11T (a e (If% \::7 �co (8 0 FORM & GROUT SOLID r W #5 BAR CONT. .0 8F12-1B/1T (0 "\/"LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ B01TOM OF LINTEL CAVITY 8F16- B/1T tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. rc precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maudmum 3fir aggregate and 8' to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 vvire per ASTM A510. 8. Mortar per ASTM C270 type M or S. R T IN. BAR AT TOP (1) REQ-D LEAR ALTERNATE POWERS STEEL LINTEL 4 0 A A 4 _OF-C.M.U. #5REBARATTOP A GROUT MIN. (1) REaD- > 1-1/2"CLEAR *,�C.M.U. 4 4 r, -j 6 0 ;� X A REBAR AT BOTTOM OF 0 iz cn'Z W - V— V 0 "W LINTEL CAVITY 'u, 2 5) 03 X Lu -BOTTOM REINFORCING PROVIDED IN LINTEL a W 0 6 g � - M > i7b REBAR AT BOTTO 7-518"ACTUAL 'NOMINAL WID—TV" � � INDICATED (VARIES) (,ru L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER L NTEL 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 manufacturar's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturees specifications. 1 If lintel Is sci etched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see [Intel plan1details for bottom steel required. 5. A bonding agent must be appfled to the Steel Box fintels prior to applying the camentitiuos coating. See contractor specifications H 5'- 10" LL 4'-6" LL 5'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4"=1'-0" U) Ln CD C—/ 4--J LU 0 LU V) C'. C, R C* < 0) Ln kci AI ED. N-C-8-D-C U147 row - TV N C3 0 C) F? 0 ES To the best of the Engineses Mowiedge, information and belief, the structural plans and specifications contained mdthIn these dravAngs comply with to 2017 Florida Building Code - Residential M Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beadrg Engineer's signature and seal. LENNARI 4600 W Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com UJ z 1.� 9,0Z z Cg ZW (D 0 < z z "0 0 Q) > LU U 081 z < u UZI 00 'IT 020 ErE, � Z Z U.J r*4 Ln Lij � .0, -q . Lij 2: < 2: < z Ln to co rq (=) (� Z Z 15 LU 0 r-1 I T-4 I SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO 42 SHEET NO. 8 J1 �0_ LO LO C"I cn 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 ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-CACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1 524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1 524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (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 R308A 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 R308A 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 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308A ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING NTH 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 R308A 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 ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN-, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2,1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCE MENT 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 TOPCHORD: 15PSF BOTTOM CHORD: 10 PSF 2.1-9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. 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 ad. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE"C", IMPORTANCE FACTOR "I"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR ILL + 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 ASTIM A615 / A6115M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3- C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Y2" GROUT FILLED MASONRY: Y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETETYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6"AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8"AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W1 (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE"S"FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32"EXP 1 OR 7/16' STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSI3 BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT NTH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 'DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI1TPl 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 318"THICK EACH. 3RD LAYER 1/8"THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162'. 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE NTH THE DESIGN PLANS, U.N.O. ALTERNATES TO 'J' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb= 2,950 PSI Ft= 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A3666M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate I Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1-"Awanent s' which=fifiestneewtermite treatmentgovider IF act re a, s and need for re -wins on and t atment hall be provid The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Inigation/s N and ,Crinlder systems includi M spray hea s shall not be installed Wini 1 -0 Sof the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth graa shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R31 8. 1.1 - I nitial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must De 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 dilutipri. If rpVIl occurs befdre vapor retarder placement, retreatment is requi 9. FBC-Vr31M'61 a v,�iaigcretxetove ratiwortir along the foundation perimeter re a eriorne must Sol 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 extQrior vertirl chemical barder must be installed after construction is complete, including andscaping and irrigation. Any soil disturbed after the vertical baMer is applied, shall be retebated, 12. FBC-R R318.1 - All buildings are required to have pre-cDristruction treatment. 13. FBC-R R318.1 - A certificate of compli@nce must be issued to the building department b licensed pest control company before a certificate of occupancy will be issued. TKeaoerfificate 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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - C. (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8 it DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCEFROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Fn C, 0 LU V) cm LU 0) Fco Cl> 2 :cc CC14 0 0 C3 c) < CD t LL! � A M LO Ci AN.C.8 D C C4 00 LU A. 10z 0 214M too 10*1, Z,. LL Plx Vcoo ww.. gt",� om "Cu C&C To the beat of the Engineer's knowledge, information and belW, te 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 Engineees signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z 0 Z �j Lz" LU 0 0 F- Z "D 11*� ul 3: 0 U r-4 ro CJ) r4 Z 00 '1' LLI X Q Z LU r14 Ln Ui LCL21 0!j < _j T-A Uj 2: Ln < Z z C) C) Ck Z :5 Uj Lu z rn T-4 0- Ul) S SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO 42 SHEET NO. SN r C*4 --c _X K) C14 LO (.0 E 00 L 1 Of-011 TANK -LESS W/H CORNER OF HOME--//7 H C G GARAGE SIDE 000 5'-091 STUB -OUT FOR b Q .1 GAS METER 0 Nr — — — — — — — — — — — — -- — — — — — — — — — -- — — — — — — — — — — MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4- @ 16" O.C. 7-5- (2) 16d TOENAILS 2" X 6- @ 16" O.C. 10'-8" (2) 16d TOENAILS 2- X 8- @ 16" O.C. 13'-9" (3) 16d TOENAILS 2' X 10' @ 16- O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2- X 12" @ 16' O.C. 191.3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4- @ 24" O.C. 6-111 (2) 16d TOENAILS 2- X 6' @ 24- O.C. V-611 (2) 16d TOENAILS 2- X 8" @ 24- O.C. 11 1-0" (2) 16d TOENAILS 2- X 10' @ 24' O.C. 'IT-0-1 (3) 16d TOENAILS 2- X 12' @ 24- O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING LU _J ROOF DIAPHRAGM NAILING SCHEDULE RIDGF I INF . . . . . . . . . . . . . . . . . . . . . . . . ... . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. + * . . . . . . . . .. . . . . . . . . . . . . . . . . + + + ._011 (TYP.) _,",TYP` + 6-0- + 6'-0" + 4 + + + + + + + + + + + + + + < + + + + . . . . + + + + + + + + + + + 4 . . . . . . + + . . . . . . . . . . . . . . . . . . + + + + + + + + + + + . . . . . . . . . . . . . . + + + + + + + + + . . . . . . . . . . . . . . + + _4- 4- 4. . . . + + . . . . . . -_ _K 4- + 0J 15/32" CDX PLYWOOD OR 7/16" OSB '--RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C"WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6- O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4- O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH r FOR 8d RING SHANK NAILS 0. 1 13x 2x 3/8' RING SHANK COIL GUN NAILS MAY BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000S 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8"or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 1 902.0 1 2 x lumber Double 2 x lumber 1 — 1 DOUBLE JOIST CONSTRUCTION (Not required If both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM _\ F F — 1 11 F > STD. 900 CONT. #5 CONT. #5 HOOK BAR BAR IF-7 #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D 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. ' Small 2"max gap " . 4 max. /7 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4"max. 16" 6-16 OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S, hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack L' *Non -stacking walls over squash=20 blocks and 0 require additional consideration. Check w wall or beam below.* local building cL code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2x4minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ----% DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Odl nails at 6" n-c- Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D (see table below) (KNOCKOUT EXEMPTS) D (see table below) Web Stiffener Fastener Schedule Joist Bearing ocation Series Depth I End Intermediate BCI 5000s" 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d ___5 & - d BCI 6000se-i-1--7/8' BC16500se 9-1/2" 2-8d 2-8d 2-8d 3-8d 2-8d 5-8d 16 2-8d 6-8d BCI 60s8 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90so 114A8" 3-16d 3-16d 14" 5_16d 5-16d d 6-16d g. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pff max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists ,,,--Plumbing meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide Z221 u'oc Whe 13/4" minimum bearing for each. I -Joist can be loffset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls quire additional consideration. 'e .. .. ....... Me 7-7773 A ROUND HOLE MAY DO NOT CUT HOLES 6" BE CUT ANYWHERE IN 6,,TI6'- L CANTILEVER LARGER THAN 1Y2' THE WEB. PROVIDE AT ROUND IN LEAST 3"OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN lY2- NTILE!VE!R!J 8 V-0" V-11" V-2" V-2" V-3" V-3" V-7" V-1 11" 24" 2!-9" 3!-2" 3-7" Any 16" joist 12 V-0" V-1" 11�-2" 1!-2" V-3" 1!-9" 2-4" 7-111" 3!-7" 4!-2" 4!-9" 5'-4" Span (it) 16 V-0" 1�1" 1!-2" 1�-2" 1!-7" 7-5" W-2" 3�-10" 4'-9" 5�-7" 6-4* 7-2" 20 V-0" V-11" 11�-2" 1!-2" 2'-0' 3'-0" 4-W 4�10" V-11" 6�4 1" 7!-11" 8'-11" 24 V-0" VA" V-2" V-3" 2-5" 3�4" 4�-9" 6-10" 7!-2" 84 9-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNTOF 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 1Y2"KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jo SIMPSON MGT w/ (22) 10d NAILS TYP. GIRDER TRUSS r 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT W/ (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. nstall tight to top flange. SLEEVE THRLI STEM SEE PLAN FOR FOUNDATION INFO STEM FOUNDATION r-GRADE _01=1KIC OCC E31 AKI Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. Install tight to top flange E THRU STEM V1/4'�-2" gap-- Block,,--' Backer "Top Mount" "Face Mount' Backer block shall be fight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4'!-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stfflner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height e, a /h ral requirements 0.6 X Joist o -i o D depth o o I -JOISTS BUCKETS N.T.S. (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 , 0 0 (WHEN SIMPSON H10A 0 w/ (18) 10d x 1 1/2" REQUIRED) NAILS 110AI x 1 1 /2- # UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION� 12" BELOW GRADE A Eli' PLUMBING LINE PVC OR SCH40 SLEEVE WA 7111 SEE FND. PLKI I SIZE & REj� PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE PLUMBING LINE PENETRATION I A -4 to 4 SEE FND. PLN. SIZE& REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETER PENETRATION PLUMBING LINE ED @ PIPE A 4. . . . JeA 4 A SEE FND. PLN. SIZE & REINF. F 0 V 4--J LU .03 0 LU = ZZ) ICU LU Cl) M (D Pt 9 W CZ3 Lu C14 � 0 E: Co OD Go < 01 < A I ED. .-C-.-D-C W E; A . z z II... P, U) -M 4C LU � Oft"- a4 LU X .N\v ON -%.er - ..'. uw 451� 0 � cul </ _�S".FDSEN . r M To to best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these draWngs comply wit) the 2017 Flodda Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineees signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com U, a z LA -C� U) !Z� ZL" LLJ l_ �2 ff SE�o 0 0 z -0 CC 2: 0 > U CJ) C'4 00 UJ ap < Z C14 Z UJI _J Lr) T-4 LU 2: < aj z P; k9 8 QR< Ln %D 4:14 Z z 0 rn T-11 SCALE AS NOTED DATE 11/2/2018 TECH: KFWER VERSION NO 42 SHEET NO. SN 1 V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. :5 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS @16" O.C. W/ (2) FOR WALL HGT. > 8'-6". 161 TOENAILS T 8 B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;i APPLICABLE. 2x P.T. PLATE V4 DIA-U-1114 IAFUUNZ5(CVZ4 U/Uli 6 @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE If (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 IF 7,s t (2) LAYERS TYPE I OR TYPE If I A (#15 OR #30) UNDERLAYMENT la 9 FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. I> REQUIREMENTS SEE R905. PRE ENGINEERED WOOD --------- 4 TRUSS @ 24' O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH ZTYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" T-Y 7P) ///�METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSU I N LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KG G� NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIESJIIIIF� FOR ADDITIONAL SLAB 5/8" OR 1/2. HIGH--___�' ALUMINUM DRIP INFORMATION. STRENGTH CEILING EDGE 5/8"OR 112" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE III @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %' GYP. TYPE 'X!' @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl CONNECTIONS. PROVIDE (1) SIMPSON SPI w/ 8'1 NOMINAL BLOCK WITH TOP PLATE (110) 1 Od NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16"O.C. U.N.O. SIMPSON SP2 w/ Ox S.P.F. (OR EQUAL) STUDS @ 16"O.C. 1/2"CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2-x3116" PLATE WASHER (TYP.) WALL HGT. < V-13". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"1 TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-13". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xlO'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4' O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/ MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"* x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 1 Od NAILS _01' OIL 2"04/116" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0' (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OR 5/8"x10'WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL �4 A. F.F. O.C.) ATTACHMENTS 211 \/6x6Wl.4xWl.4 4_ 31/2"MIN. 31/2"MIN. 4 4 4 4 4 4 ELEV. 4-31/2" 'dk o 4 JL 4 2x4 CONT�/ A.F F 77- 4 4 4 4 A /2"(min 4" 2� 1/2"(min.)- 4" Co ;0 ;0 4 C14 7,41 h-I I A 4 4 31/2"(min.) GARAGE DEPTH VARIES 74".. 14 I= !±qT (2)#5CONT. 811 (2) #5 CONT.9 411 11-41' U.N.O. MIN. U.N.O. -IN. GARAGE SLAB AT STEP B� TYPICAL BEARING WALL Cdf STEP C@ SHEARWALL rc,�'� TYPICAL BEARING WALL @ STEP rcc SCALE: 3/4"=V-0" S3 J "SHEAR WALL" SCALE: 3/4"=V-0" S3 ) SCALE: 3/4"=V-0" S3 BOARD PER CQUE kum 5,18 LUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE ')C'@ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM , \,TN. 2x SUB FASCIA /-2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6"O/C EDGES, AND 12" O/C FIELD. ABOVE) VV/UKYVVALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 2x STUD SCREWS @ 7- O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY CEILING & 8" O.C. WALLS 8'. x8"X16"KNOCK-OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ 8 C.M.U. TYPICAL BOLTINFO. 5/8"x6""J" BOLTS BOLT 5/8"* x 10""J" BOLT @ 24" O/C W/ 2"*X 3/16" 3RD LAYER 1/8" THICK. 0 K.O. BLOCK (10) 10d NAILS NAILER 3 @ 24' O.C. VERT. OR PLATE WASHER TYPICAL I .- I STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON 5/8"x6"EPDXY BOLTOR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE TYPE"S"MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4' TAPCONS x SPACE ANCHOR *SIMPSON SP1 I SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR f_2XPTPLATE 20- MIN. LAP [24' MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM wl (10) 1 Od NAILS FIBERMESH BAR / . . C14 WEEP SCREED INSTALLED END OF 2"x PLATE -N,, 2x P.T. PLATE LU ARCHITECTURAL TYP. I PER MFR INSTRUCTIONS 0 . E OR #4 REINFORCING BAR LU L 7 ASSUMED FINISHED FINISH GRADE --iiAD ksi C14 FG E 40 MIN. Fr- 40 _j 1x2 PT WD FURRING @ 24,11 O.C. it I A #3 & #4 LAP SPLICE (L I [GRADE 60 MIN. Fy= 60kSil I> (1) #5 VERT. IN FILL MONO OR STEMWALL----,, J FINISH GRADE 60 2 25- MIN. LAP [30' MIN. LAP] 1/2" GYPSUM WALLBOARD-,-----' CELLS(SEE FOOTING MONO SHOWN )< W U.N.O. :> r> j 00 00 x LU FOUNDATION PLAN FOR CLARITY a 6 MIL VAPOR R A PP -FP I> 7 X 7 3?W, (n #5 REINFORCING BAR R 17/8" X FOR LOCATIONS) t> ;> I> I> I - - - WE IlElr= (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 V-13". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-6". 1/2' GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 - O.C. W/ 7- EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600N) G E 6 x 6 W1.4 x W1.4 a WWF OR FIBERMESH Q !6 A r 1x4 P.T. BASE NAILER IN 1=1 I 1=1 1 -11 F! z Iff; I APqPI IrP (2) #5 CONT.- Jr- 4"x4" INSPECTION I> t>'% NOTE: 3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL ::I I I�El I F-_1 I I- I IEI I C& COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL ! 11 W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB 9! c,) AT GARAGE CONTRACTOR �El I 1EI I IIHI I FEI I IEEHI 11-111 1 1 1_:!1 I 1�_= - D1557) MIN PSI MAY VARY PER (f) 11 IEI I IEI I IEI I FEI I IEI I IE - �1 I F 4" V-4" 4 TO CUT BLOCK OR POUR 0 MUNICIPALITY. CURB DUE TO SLOPE a CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING 5�4 W1 4XW1 4 WWF OR rE 1 4 "FIBERMESH" - P E DECO FINISH 4"to 6" j BELOW GRADE 00 I A SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6 x 6 W1.4 x W1.4 Pi OP 3 1/2" WWF OR FIBERMESH 6 MILVAPOR z (min.) 4"--,, BARRIER 4 t> A 4. A !6 GRADE C*4 COMP. SOIL. 4 00 k-, (COMPACTED TO 5% (1) #5 REBAR w/ 0 7. MODIFIED PROCT S E NCLOSURI LID cc ASTM D1557) T' MIN. CLR. Cn (2) #5 REBAR CONT. ON 3"CHAIRS TYP. 1-41 STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE c SCALE: 3/4" = V-0" SCALE: 3/4"=VI 9- OPT: DEPRESS SLAB 5Y2" E DEEP AND 6" BEYOND 9 0 DOOR TO RECEIVE BLOCK WALL BEYOND E PAVERS / DRIVEWAY CONCRETE SLAB 14" P AVEI is OHD RECESS 7 4" 0? P CL FOR REINF. INFO. 3. MIN. CLEARANCE 1 .2 1 (1 STOR V-8" (1 STORY wl DEPRESSED SLAB OPT.) 1 (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS �4 co OP 4" ..;11- 1 ..4 SEE A/S3 OR J/S6 FOR REINF. INFO. 3"MIN. CLEARANCE V-4- (1 STC RY) V-8- (2 ST 2RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT _j 4 4 INTERIOR 2X STU 4 4 -3 1/2" A A GARAC CONCRETE NAILS W 1 1/2 1/2"GY EMBEDMENT @ 12" O.C. W/ DR STAGGERED, FROM BOTTOM INSU PLATE TO CONCRETE ON FL (MIN. SHEAR 180# MIN. CONT. TENSION 120#) CONCRETE SLAB 6x6W WWF C� Cn 6 MIL VAPOR M 11- BARRIER 1= = -1 = = I- , 4- 4- INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" 3 SLAB INFORMATION. ON 3"CHAIRS; 36' MIN. LAP [36' MIN. LAP] 10" (TYP-) 1'-4" 8" 7=7 '�--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. � �3 SCALE: 3/4"=V-101" EE PLAN 11/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWFORFIBERMESH 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS Cl) AT 24" O.C. MAX. SEE PLAN FOR jh CONNECTION INFO A TOP OF BEAM IV & LAYOUT DESIGN SEE ROOF PLAN A A S : - A A (2) HTS20 FOR STRUCTURAL E BEAM SIZE & 41 i�! CONNECTION INFO A . . . . . . . . . . . . . . 9 2X4 P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ 7/16" MIN 7/16"O.S.B. SHEATHING SEE A/S3/J/S6 pft%a�k O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. co 0 ULj SCHEDULE OPTION #1 COLUMN LOCATION Ix _< SEE TYP. WALL SECTION FOR ADDITIONAL _j 6x6 P.T. #2 SYP SLAB INFORMATION. LU W ABU66 SLAB STEP & RECESS �b S.G.D. Cn SCALE: 3/4"=1'-0" S3 DS @ 24" O.C. U.N.O. E SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3"TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING PSUM WALLBOARD U.N.O. YWALL SCREWS @ 8"O.C. LATION PER CHART OOR PLAN BEAD SEALANT 1.4 x W1.4 R FIBERMESH FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 8"MASONRYWALL EXTEND FILL CELLS 2 E CONT. FOOTING STEEL MAT REINFORCING. Q GRADE 11 4 uj 40 LU I IEEI I Mi I IE�l I I LU 0 LU U) z R ICK PAVERS or SLAB PER 00 0: 01_011 COMMUNITY SPECS LL R I - 1 ;1) FIN. FLR. _::I I =-I I I='I I I Ei 11 FOOTING YOND A. PAD REINFORCEMENT SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 3" MIN. CLEARANCE 4. CONIC. PAD INFO. SEE SCHEDULE A TAPERED COLUMN FR MING rCD12 PATIO COLUMN FTG. DETAIL � �N SCALE: 314* = V-0" SCALE: N.T.S. �3 0 0 0 0 :E 01 Cl U (D-M 0 LU Cn 91 Cn 0 00 -00 Of- W L 19- 8.k < A I A C; z UA LU ALII !!:g.RDSE1t41 0=1CU r 'INN To the best of the Engineees knowledge, information and belief, the structural plans and specifications contained within these dravAngs 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 11 C/) j 00 01 uj z L.0 JgE.- 0 < _j 0 F_ Z H z _0 %%..00 C45 (A3: 0 0 > 0 U < in Rz Q0 0 LL 0< < Luce < 00 V_ L2L r*4 Ln tj _j V-1 I LU 2: < Ln 0 Z U t- z 0 Ck Z LU rA z uj x rn 1 T-4 10- in 8 SCALE: AS DATE 1111/2/20118 TECH: KFRAZER VERSION NO 42 SHEET NO. S3 (MONO) Is" _rrip MR Rir r----------------------- i (2) 2X6 OR (2) 2X8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH /-TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 2X6 / 2X8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA ' TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER-\ //-SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2"GYPSUM BOARD CONNECTION SCREW OFF CAP (3- DIA.) W/ DRYWALL SCREWS '----2x DEAD WOOD @ MID FOR CLEAN -OUT - @ 8' O.C. OR 4d POINT W/ (3) 12d - DRYWALL NAILS MIN. EXTENSION FROM TONEAILS SPACED I DOUBLE 2x TOP EVENLY - EXTERIOR FACE OF BLOCK - I DI A= WALL IS 1 1/2" MAXIMUM 7 5/8" 8" 7 5/8, 8" 7 5/8" 8" F] - SOLID AREAS ARE STEEL AND GROUT ffl F CHI I 0�0 IC 01 nfll/ 12 SEE ELEV. 1,55S�� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S. P. F. TOP PLATE 7/8" STUCCO FINISH PER ASTIVI C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EA H. 3RD LAYER 1/8"THICK. CRICKET AS REQUIRED _r,� EXTENSION FROM EXTERIOR SIMLS)ON SP2 W/ (12) 1 Od HEADER FLUSH TO OUTSIDE OPTION WALL NAILI AT EACH STUD RUSS BOTTOM CHORD OR 2x4 FACE OF BLOCK WALL IS 2 1/4" EBLOCKING W/ 2-16d TOE NAILS CL, DOOR OPENING DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING @ EACH END TO DRAIN P=1 um FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 1 Od @ a COMMON WIRE NAILS @ 4- O/C 4"O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6"O/C EDGES & 8" LOCKING LU IING d 2 W4 T TO BLOCKING WALL O/C FIELD --�(2) 2x HEADER WALL CLEAN -OUT 2XTOPPLATE-/ PER PLAN SCALE: N.T.S. 2X4 PT STUDS @ 16"O.C. 2-16d NAILS @ 24' O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM v CARRIER/GIRDER TRUSS CHORD OR BLOCKING 2x BOTTOM PLATE W/ (1) 10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 W/ (8) 10dxl 1/2" REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11 " DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" B SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) W/ MIN. 4" EMBEDMIJENTI O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. I PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME MANUFACTURER. IN KID BLOCK AT EA. STUD I L MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOFTRUSS STAGGERED FROM BOT. WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW MASONRYLAYOUT rF� MOISTURE BARRIER SEE A/S3 FOR PLATE TO CONCRETE ri__� 4T UPLIFT CONNECTOR REINF. INFO. 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AKIn 9:11 1 IM %Aff ('-DOHT k __ 12 ,,,-,-SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFTCONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16"O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16- O.C. W/ SIMPSON SP2 w/ (12) 1 Od (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSSBELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4- O/C BOUNDARIES 6" O/C EDGES & 8"O/C FIELD SIMPSON SP1 w/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT@ 24" O/C MAX W/8"EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 9 1 #5 VERT. IN CONC. FILLED CELL W/ I S 90A !14 TD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL — I C14 LO co C1 C:>4 11 tz E 1.0- 1 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE ci: 00 C%4 GENERALNOTES SLOPE FORWARD FOR DRAINAGE KNOCK -OUT_ NOTCH LINTEL WHERE REQUIRED BLOCK W/ (11 )#5 FOR CONCRETE PLACEMENT 7 8" STD. 91fHOOK-4-11li'm I LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN V-10"WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W1 (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION Ilion min will P. F, NOTES: (DFILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) \'-ROOF TRUSS PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) (D OPENINGS LESS THAN OR EQUAL TO V-0- IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. G SCALE: N.T.S. S4 1 #5 VERT. IN CONC. FILLED CELL TYPICAL INTERIOR NON - VERTICAL JAM W/ STD. 900 HOOK IN K.O. BLOCK 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE BEARING WOOD FRAME WALL(- �j FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S SCALE: N.T.S. 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" tt- NOT TRANSFER LOAD. . . . . . . . . . . WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR 4 < THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) Z4 DOOR STOP PSI PSPN516Z w/ (12) 16d NAILS 71" Z� MOLDING TOP 2 ROWS 1 Od @ 3- O.C. (14 HTT4 w/ (18) 10d NAILS (3610# SPF) 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF HTT5 w/ (26) 1 Od NAILS (4670# SPF) 58" DOOR SPLICE STAGGERED 0 0 0 0 0000 a DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF) 9 HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (2215# SPF) HDU4-SDS2.5 w/ (10) 1/4"x 2 1/2" SDS (3285# SPF) 41" J-BOLT (Ifl4v HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (4065# SPF) 0- TRACK HDU8-SDS2.5 w/ (20) 1/4"x 2 1/2"SDS (5665# SPF) 34" BRACKET 10d @ 8' O/C HDU1 1-SDS2.5 w/ (30) 1/4" x 2 1/2"SDS (6865# SPF) F2`19b 9 5/8"DIA. x 12" EPDXIED A.T.R. MIN. 8� qnr w EMBEDMENT w/ WASHER & NUT ATTACH ALL 0 FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 10" DOOR TRACK W/MOUNTING ANGLE EXTERIOR STUDS W/ �816d TOENAILS TO P PLATE A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 31/2" FOR HDU8 USE 7/8"DIA. x 12" EPDXIED A.T.R. NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC MIN. 8"EMBEDMENT w/ WASHER & NUT FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD FOR HDU1 1 USE I " DIA. x 12" EPDXIED A.T.R. AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT TYPICAL GARAGE DOOR BUCK KOK� TOPPLATE SPLICE DETAIL HTT HDU TENSION TIE SCALE: N.T.S. �4 SCALE: N.T.S. SCALE:NTS F= 2240 LBS SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6"WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'-9- 1 (2) (3) (2) 1 (2) (1)LSTA30 9'-16' 1 (3) (41 (2) (4) (2) LSTA3071 FFSP4 SP2 I SIMPSON SP4 -1 SP2 I T SIMPSON SP4 ROOFTRUSSABOVE 2X TOP PLATE 2X STUDS @ 24- O.C. OVERLAPPING 2X BLOCKING \�-NAILED �x /8"x10J"BOLT @ 24- O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER BOTTOM PLATE TRANSOM FRAMING TRANSOM FRAMING STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO - FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION t. 1. PLATE SEE SECTION AA/S1 CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS AND BB/Sl FOR ADDITIONAL DETAILS 2X8 WALL ABOVE ENTRY 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED IV_____w_ SIMPSON SCRAP MATERIAL-� WITHOUT UPLIFT '-SIMPSON Spi K 0 BLOCK W/(1) SEE FLOOR PLAN NOTES FOR SP4 SIMPSON SIMPSON- -BOLTS @ 24- O.C. -IN #5 CONT. & UJ REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED > 0 LINTEL Z 5/8"X10"J-BOLTS 2-ROWS 12d NAILS STAGGERED T Cl 11 I_:: 2X P.T. PLATE @ 7-0" O.C. @ 12- OIC EACH FACE OR IFL. I FORM CREATES CONCRETE RECESS TO �1 3-ROWS 12d NAILS STAGGERED 1 1 MASONRY WALL 2Nx4 (N M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ @ 12" O/C FOR 2'xl 0" OR 4 \2X8 I P.T. BOTT E OM PrT GREATER HEADER I- KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d I — (�) TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B \-5/8"x10""J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) \—(2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM P1 A E) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 Od x 1 1/2"AT EA SP4 SP2 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR INTERIOR HEADER: i FFSP4 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2X6 WALL, USE SP8 \_(1) 2x SILL PLATE W/ (2) 1 Od NAILS@ 4- r--MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) 12d TOENAILS A 1 Old NAILS @ 6" O.C. GARAGE ENTRY FORM DETAIL BOX HEADER * EXTERIOR HEADERS: _11�STAGGERED STAGGERED 10d NAILS @ 8 ONLY (1) 2x SILL PLATE W/ (2) 0 0 TRANSOM FRAM ING 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS \-NAILED BEYOND. INTO 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x 0 OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES 71 CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING _-"�WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0, TYPICAL (U.N.O.) LS30 w/ (6) 1 Od x 11/2" EACH TRANSOM FRA MING O/C BOUNDARIES 6"01C EDGES 0 SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8"O/C FIELD CONNECTION ASSEMBLY BB/Sl FOR ADDITIONAL GARAGEFLOOR "�2x STUDS TYP. DETAILS TRAVEL DIRECTION OF o SIMPSON SP4w/(6) 10dx 1 12" GARAGE DOOR SIMPSON - (USE SP6 FOR 2x6 WALL, USE 0 —PLYWOOD SIMPSON HTT4 TYP. spi SIMPSON SP8 FOR 2x8 WALL) 0 SHEATHING U.N.O. SEE N/S4 SP4 SIMPSON SP2 w/ (12) 10d NAILS MASONRY— MOUNTING BASE DETAIL ** HOLD DOWN RECESS SIMPSON SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0 5/8'X1 0' J-BOLTS @ 24" O.C. CONNECTIONS LINTEL SP4 I MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. NOT REQUIRED @ 0 PLATE) 4 'BOTTOM P.T. B BEARING WALLS NOTED OT.PLATE IL I 0 ALTE NATE* -"POURED CONCRETE BASE FOR OF MOI INTING R E WITHOUT UPLIFT 4 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED 2XE1 P. 1. 1:10 1 1 OM MIN. 6" INTO BOND BEAM rp_"� FOR GARAGE DOOR AND WATER GARAGE FLOOR. nD PLATE @ 24" O.C. SHED FORWARD THIS DRAWING. IAIAI I W1=Ar)= nPTAII I � I /_'D� SCALE: N.T.S. r MIV111111U CIMIL0MDVVCCI'4Ir-%T 5/87xl 0- 7' BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) �4 0 �P tn 0 (1) - 4--J Lu Y a M Z 0 LU F_ C"I Cl) P cc "0 C14 0 9 o) LO -Aim" BID. M .-C "ve, U) 00 z z U) cc fit UA W14. U1 N g ... LL FP G. t- F N_ To the best of the Engineei's knoWedge, information and belief, the structural plans and sperAcations contained vAthin t)ese dravvings 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 Engineeessignature and seal. L N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z g tj z '0: 0 w o F- W z '110 %%.000 Lij 0 > U r*4 9 26 tu r tj 0 00 LU < Z z LU v- 1171.4 Ln LU � 1, z _j < X < z 5 5 �1! Ln kD Cal r-4 C) 6 Z Z Uj z 0 rn T-1 :5 2: LU 7 SCALE AS NOTED DATE 11/2/2018 TECH: KFIWER VERSION NO 42 SHEET NO. S4 t Qj CN § P-4 4_1 &11 ts C-4 ----------------------- SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) I NAILING SCHEDULE FOR 2"x4"OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12"AT EA. I SHEATHING DETAIL @ 24' O.C. 7 NAILING SCHEDULE FOR OUTLOOKER TOP CHORD__�� SHEATHING DETAIL BLOCKING FOR FIRST FOUR BACKNAIL w/ (2) 16d NAILS 2"x4l' SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL 1 ROWSOF 45* 24"MAX. TOP CORD BLOCKING ----- 45*± 2X4 CONT"L" BRACE I TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2) 10d 3" EDGES OF 2x4 CROSS BRACE 10d x 112" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF 1 TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER ET 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB @ 8'-0- O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.0 LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) I 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d I I SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 1 Od FROM LEDGER TO I 7/16"OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING - - - - - - - - - - - - - - - - - - - - - - -- ATTACHED W/ 10d EA. END NAILS @ 6' O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12"O.C. FIELD 2"x4" PANEL BLOCKING @ 48' O.C. FOR THE FIRST 1 OdX3' @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2"CDX PLYWOOD OR 7/16' I pq THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6' INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ O.C. EDGES AND 12"O.C. FIELD 2x4 -r ON T6P OF PANEL 61 OCK WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3' @ 4' O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. I WEEP SCREED 5/8"x 1 0""J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER L SIMPSON HETA20 W/ (8) O.C. MAX w/ MIN. 4"EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK rT� GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. SCALE: N.T.S. TITEN ON OUTSIDE SIMPSON HGAM10KTA (4) 1/4"xl 1/2" SDS SCREWS W/ TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR �4 NOTES AND NAILING X-BRACING, AND TOP SCHEDULE FOR CHORD BLOCKING ZD ;o SHEATHING DETAIL INFORMATION 2"x4" CROSS BRACE WOOD TRUSSES Go 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1--" x EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHEDW/2-16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48' O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24' OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0.148", L = 3') OR EQUAL (D = 0.207", L = 4 1/2') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & O/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 10d x 10dx1 12"AT EA. 112" AT EA STUD (USE BACKNAI L w/ (2) 16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES - SP8 FOR 2x8 WALL) AND NAILING SCHEDULE ' S P SP' 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOC ING FOR FIRST FOUR ROWS xz"/ ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL BLE TOP PLATE DOUBI 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 81. APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2) 1 Od & (2) 1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 1 Od & (2) 1 Od TOE /-2xFRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING ,,-1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2) 16d NAILS \\-2x END TYP. TOP & BOTTOM ATTACHED 2x4 PANEL BLOCKING 0 48"1 BLOCKING W/ (2) 16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H1 OA w/ (18) 1 Od x 112" AT EA. OUTLOOKER (2) 16d NAILS 2x4 OUTLOOKER TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ M SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2"CDX PLYWOOD OR 7/16"OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4"T"ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3' @ 4' O/C x EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2. SDS SCREWS TO TRUSS & (4) 1/4 x3" BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C 16d TOENAILS SDS SCREWS TO PLATES AT 36"O.C. SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC. - SECTION SECTION K*� 4� SCALE: N.T.S. LL SCALE: N.T.S. 1\ �5 1\ �5 SIMPSON H10A w/ (18) 1 Od x 112" AT EA. OUTLOOKER (2) 16d NAILS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) F R 5- LY, PROVID / DIA. x LAG SC WS QUAL 2x4'T'ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C EXT. WALL CONN. (ED 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 2x4 OUTLOOKER @ 24" O/C TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB ,-GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. 177 E O.C. FIELD JACK TRUSS /-SEE PLAN FOR MAX 2x4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARIffG LOCATION � �D B.I.I.C., SAME NUMBER OF ROWS, SAME SPACING) SCALE: 3/4" SECTION r9 SEE TYP. WALL SECTION FOR 1,-o,- ("8 �5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. �5 1\ �5 2'x4" OUTLOOKER @ 24" O.C. W/ (2) 10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3"O/C TOENAILj 6" O/C W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT ------- 2"x4"MIN. SEE M/S5 CROSS BRACING DETAIL i SCALE: N.T.S. S5 RUNNE ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 V BRACE W1 10d @ 4' OIC (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2"SDS SCREWS TO BLOCKING & (4) 1/4'x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3) 1 Od x 3" AT '\\\\ EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL RCHITECTURAL FINISH [A EXT. WALL CONN. NON LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N. \�,�S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1"BRACE (1) 2'x4' (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L' BRACE 24" 01011 - 31-01' 3'-0"- 6'-0" 6'-0"& GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 'L' BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) -L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3' NAILS @ 4' O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4'xl 1/2' SDS SCREWS TO TRUSS & (4) 1/4-x3' SDS SCREWS TO PLATES (TYP.) �GUNT. BEARING GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. LU a CORNERJACK z cr_ 0 7_ HIP FRAMING REFERENCE PLAN z w % 2x4 BLOCKING-,.,, --2x4'7 BLOCKING @ 48' O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4' GABLE TRUSS WEB_)r__ DOUBLE "L" BRACING DETAI 4� L A N.T.S. 2x4 "T"BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BL CKING @ 4 " O/C I -GABLE TRUSS TRUSS VERTICAL (2) 2'x8' 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /`7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX X BRACE SEE DET. J/S5 7 CONTINUOUS BoTro� CHORD BRACING 2X4 MIN. a PC Ed q: NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCALE: N.T.S. c rz SCISSOR TRUSS 2X4 BRACING @ 48' O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od 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 0 0 (0 < V1 I-D CZ a) - Cl-.) 4--J LU ra 0 LU t'hr� V) =3 IT p s) cli Co U_ co -00 < 01 < Ci All W D. It-7 /r I 'J"ffi� 10 - E; 1 0! oo z PI CIO 111- sEe' 1,4 rx 49 " q U� UA LL1 ifi: < 10z 0 32 z U WTwisaG.0 -j CC \\PX Z ...... OF E To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these dravvings complyMth the 2017 Florida Building Code - Residential 6th Edifion. Engineers signature and seal is only for the structural engineering portions of the drawing pages bea6ng Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �3 9 LLI z g 0 25 z - �1 -, jgs-. U) & ce 6 0 < LU jz z -0 0 0 U r%j CY) < ILL_ 9 w P 0 00 z z UJI Ln Lli IN, V-4 I Lij 2: Ln %D < z z Z 0 ck LU z LU rn v 4 10- lu 1 8 1 SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION No. 42 SHEET NO. S5 (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24' URRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROO SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905.1 INSULATION 15/32" COX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN :10 0 75 75 f'-j �_j (_j (_ -) (_-) ALUMINUM FASCIA 5/8"OR 1/2" HIGH STREN i GTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7"O/C CEILING & 8"O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4' O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1X2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _j :DD NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO LU in Uj 16"O.C. 2X S.P.F. STUDS 0 = 0 W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTMI C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6' O.C. _j METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d t7u U_ a) W LAYER 1/8' THICK. C'4 COMMON @ 6' O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6' O/C *'� TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 rB �R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEDo-- WOW% SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM 7�LETA ETAL SEAT ER PLAN 0 �PER,77/ 1111 -3 OR F1 OR FELT PAPER FOR I \ MOISTURE P1 BARRIER P 1/2" HIGH STRENGTH OR 5/8' GYP WB (OR 518" -9 M GYP. TYPE " X" @ GARAGE ONLY) W1 13/8' %ftm MOOO DRYWALL NAILS OR DRYWALL SCREWS 7"O/C CD CEILING & 8'O/C WALLS STD. 90 NOOK (SEE DETAIL) 1/2" GYP WEI 8"W%16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 2: ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) U_ W W 4"A4" INSPECTION PORT AT Cr X CL EACH FILL CELL TYPICAL W W co E 1xWD FURRING@ 24"O.C. a. a - AT GARAGE CONTRACTOR BASEBOARD LO C%j TO CUT BLOCK OR POUR MIN. 2500 PSI CONIC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE . /FINISH J 4. A' X GRADE go Cn . ... ' .' I \. A 4' - - ' — 6XI5 W1.4xW1.4 99 WWF OR FIBERMES� A', "A 431 \-STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE: 3/4"=1'-0" 'S' SIMPSON LSTA24 STRAP w/ (8) 1 Od x 11/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8) 1 Od x 11/2" NAILS TO STUD & (8) 10d x 1 1/2"TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ *SIMPSON LTP4 W/ (12) 8d x1 1/2' NAILS @ 24' O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S SPACER BLOCKS rEND SHEATHING TO )F BEAM OR GIRDER iTE W1 O.C. )OR TRUSSMOIST 2x STUDS@ 1 2"x BOT. PLATE (2) 1 Od @ 6' 0.( PRE-ENGINEE FLOOR TRUS"' A FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 S6 FOR ADDITIONAL INFORMATION. 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. CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. � �6 E S6 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 . — . - _. INSTALLED PER MANUF. SIMPSON HETA20 W/ (8) 1 Odxl 1/2" SEE FRAMING WEEP SCREED PLAN 2"x4" CROSS BRACE @ 48" NAILS @ 24' O.C. INTO TRUSS O/C FOR THE I ST 2'-0" OF I I END WALL W1 (2)lOdx3"@ EA, BLOCKING& MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KID BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 W/ (8) 10dxl 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE: 3/4"=V-0" S6 B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. ETAIL (F S 0 D LOOR TRU S) SCALE: 1 1/2"=V-0" "6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID -29 HGT. FOR WALL HGT. S 8'-6'. (2) --- ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6- SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE =N 4- Wr-- - A A' SEE SHEATHING SPECS ON FLOOR -1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10""J" BOLT W/ 8" ENT @ 24' O.C. W/ EMBEDM 2"DIA.X 3/16"PLATE WASHER (MIN. SHEAR 3500#. MIN. x W1.4xW1.4WWFORFIBERMESH TYPICAL TENSION 2600#.) .! --. - - - - - - - - - 4, (3) #5 CONT. ON 3" CHAIR W/ 3" MIN. 8" 11-8" 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" �_SIB ADDITIONAL SLAB INFORMATION. 15W OSB EXPOSURE1 SHEATHING PROVIDE BLOCKING AS SECTION X-X IF REQUIRED PER NOT FULL HEIGHT SHEET- (2)- 2x TOP PLATE BEYOND : —102" OSB EXPOSURE'l SHEATHING w X LID 2x C6 BLOCKING @ ALL SHEATHING EDGES(SEE OPENING SECTION X-XI Lu a. 0 Fr LLJ =X E _2xSTUDS w BEYOND. SEE PLAN 1\'_2x_4 P.T. BASE 2xRIBBONOR-r VERTICAL \--&—JHORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AfA1 I r-1 r-ILIA"^Li r%IA^r%ARA 4 FT. (D 5 FT. 4 FT. 5 FT. 4 FT. 4FT. 2x CRIPPLES @ — 16' O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) (D / 4 FT. 2 2 4 FT. (D 0 0 4FT ROOF NAILING ZONE DIAGRAM 0, �i �I?AIQY ROOF NAILING SCHED : NAILING ZONES (SHINGLE AND TILE) w ZONE 1: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6" OC IN FIELD _j ZONE 2:8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6"0.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4' D.C. ON EDGE AND 4' OC IN FIELD z (NOTE: IF 518"PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LL 0 SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 117 PLYWOOD "" u ui "g, MLE) OR 7/16' OSB MIN. (SHINGLES) SPAN RATED 24/16 U. >_ r_ SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH ir co - 0�6 I U) 0 co 'D PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO �i 2 'L X L STUD AND OR BLOCKING AT ALL EDGES. NWOO cr x LL co LL A MINIMUM 1/8'SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT . PENETRATE SURFACE MORE THAN 1/8* "S"= NAIL 31r SPACING S _314"j/' S 1/2" S /2" 4�` SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING NAIL AT BASE 2 ROWS @ 4- O.C. W/8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4- O.C. W/8d COMMON NAIL NAIL OPENING PERIMETER 0 3- O.C. W/Od COMMON NAIL @ NAIL INT. AT 3- O.C. W18d COMMON NAIL (9) STAGGER ALL VERT. JOINTS & NAIL @ 4- O.C. W/8d COMMON NAIL SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @,r O.C. (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR 0 VERTICAL MEMBER IF GABLE END [NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131* X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W1 7/16' OSS FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3- D.C. STAGGERED WALL SHEATHING INSTALL. SECTION X-X &NAILING SCHED. FT. 2-ROWS 12d NAILS STAGGERED @ 12' O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12' O/C FOR 4 2"x10"OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS a EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS * OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE SEE PLAN FOR REQUIRED" CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2"x6"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 g'-16' (3) (3) (2) (3) (2) LSTA30 I PLYWOOD SHEATHING NAILED PER NAILING (2) ROWS OF 2x BLOCKING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO AT THIRD POINTS 2X STUDS @ 16" O/C 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8"STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ 2"DIA. ---\ i - APPLY 3 LAYERS W/ TOTAL THICKNESS x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEAR 3500#. MIN. TYPICAL 318"THICK EACH. 3RD LAYER 1/8"THICK. TENSION 2600#.) SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1A 2X P.T. PLATE I WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. E I . 7-- _7 .4 4 — - 4 — . � 7._� . ... 00 FINISH GRADE I I 1E1 I d I 4.. �77 09 . . .... .... . A (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3"MIN. CLEARANCE ALTERNATE FOOTING v @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 ur) z: <c i U) V) 0 Q) — C/> +-j LU a) U 0 LLJ V) 120 0 LU C" C) C� LL 00 -00 f*1 < tm I co" Lo A I ED. 0 M 1A 4h d 4 is 2 �i = fA 111� .- --1 0 10 a LL� LU ca LU U-: z Oki& IVA Wow L 'Z��CC:d 8 ..L) 0 j N. A, Zz W'# W G. CP z z 0 0 \' 01k, 'DROFESS\ To the best of the Engineer's knowledge, information end belief, ft structural plans &W specfficatlons contained within O*se drawings complywith the 2017 Florida Building Code - Reg 4 dential 6th Edition. Engineers signature and seal is only for Itte structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com U z < 10z 3U0 _j 0 0M �zl < 08 t2EO W M M ii "a H 0 Cl) U z -0 M 0 LU 9 0 > 0 U in Lu U) 'U 8 z RO io-1 ro _j W r_ 196 ZW f -4 r%% z � u-, < 00 if 6 z z Uj C�-4 In 6i U_ 45 1 IS -z < I-- � In 4:1t Z z 11M 0 C? z LU LU rn T-4 In- Ln SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION N 0' 42 SHEr:_F NO. S6 L_ (MONO c14 LO (0 9 I �2 C14 LO CIO ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x 11 VL 2X4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2X4 UNDER STRINGER GLUED AN NAI LED TO LAN DI NG BLOCKI NG D 2X4 PT NOTC kINTO STRIN'GERN_", D H ')6, -,--2x8 BLOCKING FOR STRAP LL--lx4 blocking SIMPSON MSTA21 W/ (16) 10d N/ LS FLAT STRAP NAILED TO RISER �ININD THEN WRAPPED AROUND STUD I PLAN VIEW SCALE-T"=1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4' FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2xl 2 TREAD GLUED AND NAILED 2x DRPFT ST�P 2X4 PT NOTCHED INTO x8 SY13 DRYWALL STOP MUST STRINGER AND TAPCONED\ NOT TOUCH STRINGERS INTO FLOOR WITH GLU STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS X4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING SECTION VIEW YAH SCALE: 1'-0" JOIST SYP 2X8 SYP 2X8 SYP STRINGER MUST MAKE FUL CONTACT WITH LANDING L A —ALIGN THIS STUD WITH E OF 2ND RISER r-------------- %, L —2x SYP CUT TO FIT BEARS IN WALL _----2xl2 SYP L 00 BEARS IN WALL B '-2x6 SYP OCKXING/ 2x4 PT NOTCHED INTO STRINGER FOR STRAP 1 (SIMPSON MTS1 2 W/ AND NAILED TO FLOOR WITH GLUE (114) 1 Od x 1 1/2" NAILS) AT STRINGER CONTACT POINTS 2X4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A ll SECTION VIEW "Bit SCALE: 1 V-0" SCALE: 1 V-0" TLIGN THIS STUD WITH FACE OF 2nd RISER STRINGER MUST MAKE FULL CONTACT WITH LANDING z SCAB 2x4 GLUED AND NAILED (EACH 2x12 SYP SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER STRINGER MAINTAIN BETWEEN ANDJ"GAPTOPAND BOTTOM, GLUED AND NAILED TO STRINGER 2X4 BEHIND RISER BLOCKING FOR -1X4 GLUED AND NAILED TO STRINGER STRAP GLUED TO -2X4 DRAFT RISER AND TREAD STOP -2X8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 42X4 BLOCKING FOR 2X12 2x4 PT UNDER 2x12 ROVIDE MOISTURE F7//77///7/1 R JDESTURE OVI Mol PROTECTION TT LZATTACH ALL tCOMPONENTS OF STAIR TO CONC. W/ J" X T PCO .0 C 2 TAPCONS @ MAX. 32- O.C. 1.4 r 'I —ATTACH ALL COMPONENTS 1x4GLUEDAND NAILED TO STRINGER OF STAIR TO CONC. W/ J" X 2 4"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 STRINGERS I I / BEARS IN WALL 2x12 SYP BEAR,' IN WALL ___�-2X4 BLOCKING FOR 2x12 /01 2x4 PT UNDER 2x12 2x6 SYP 2X4 SYP BLOCKI G FOR STRAP (SIMPSON MTS12 W/ 2X4 PT NOTCHED INTO STRINGER (114) 1 Od x 1 1/2" NAI LS) Y AND NAILED TO FLOOR WITH GLUE 2X4 CUT ON BEVEL AT STRINGER CONTACT POINTS DOES NOT BEAR IN WALL SECTION VIEW "ID11 SECTION VIEW "Ell FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1 V-0" PLYWOOD --2x SYP CUT TO FIT BEARS IN WALL _---2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1 V-0" 2X4 GLUED AND NAILED SECTION D-D SCALE: 1 V-10" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2X4 DRAFT 2x12 STOP TREAD GLUED AND 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS 0.1 10 H �ff 2X4 SYP BLOCKING FOR STRAP (SI M PSON MTS 12 W/ (114) 1 Od x 1 1/2" NAILS) rx8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS "X4/GLUED AND NAILED TO STRINGER IKOR DRYWALL SPACING H ECTION VIEW S SCALE: 1 .-0; -3/4 Ol� F 2X4 STC 2X4 SCALE: 1 V-0" NOTE: 2x8 DRYWALL STOP NOTSHOWN licit SECTION VIEW SCALE: 1 V-0" TOP OF D �TRINGER CONN. TO BOTT OF NEWEL POSI \ PER CONTRACT 17zl A F-1 I 14FI PROVIDE SOLID BLOCKING OOR GIRDER 0 BELOW ALL NEWEL POST 2X4 CUT ON OR 1 x 16" VL BEVEL GLUED FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND AND NAILED TO NAILED TO JOIST. LVL �L POST LET INTO !LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST SECTION VIEW 11G BLOCKING SCALE: 1 V-0"' SCALE: 1 V-0 SECTION VIEW SCALE: 1 -0. STAIR CONSTRUCTION DETAILS (IF 1 1X17 REDUCE SCALE.5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE '4TO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) 2X STRIN4R 2X BdOCKING PSON MTSJ2 W/ 1 Od x 1 1/2" Al LS 2,ND OIR 34D 2X 131_05�ING RISN , VARIE ECTION VIEW "Hit SCALE 1 V-0" 0 0 0000 1 v (D < __j wad U) V) 0 Q) C_/".) 4--J LU (a U 0 LU Of v) c) LLJ of -8 C> U_ co co C2 < 0) Lo a< Ci N-C B-D-C 44 1 E; C-1 - 0 z ID N $ M 5 LU z 01jj#&%ffj/, bi)v LU F!01L. 7 02 1,-* DSENO M Y Q ........ .'Zo 0 0 F E S5\ To the best of the Engineeres krowledge, info;nabon 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 portons of the drawing pages bearing Engineer's signature and seal. LE N N All 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Lu c� hm bz ic 32 8 000"S <Cn _j E �j 0 z 'a kk� LU Q cc 0 < 0 r%j Lu F- r__ P i� mi 0� < 00 W Z Z fN LLl Lr) di X < di < z Lu u_ z U Ln r-j 9 z z V) ISE 0 M LU rn z Uj SCALE AS NOTED DATE 11/2/2018 TECH: KFWER VERSION N 0' 42 SHEET NO. ST HN1111111 r WIMMELELLUW JAL I 1,c Lj DOOR JAMB (REFER 1X14 1/2' DRYWALL DOOR JAMB (REFER 1X4 F 1/2"DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1X4 X 4 1/2"DRYWALL TO SHT. SDW2-K1 P.T. — TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS X 4 X 4 3-1/4" LONG X 3/16"0 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 MASONRYTHROUGH 1-1/211 DETAIL— MASONRYTHROUGH 3fl DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. I'D x t 3/16"x 3 -1/2' TA P CO N TAPCON @ 16- C 4 FR O.C. & 4" FROM 0 1X4 P.T. 3/16" x 3 -1/211 DOOR JAMB (REFER 1X4 1A1 1/2"DRYWALL DOOR JAMB (REFER EACH E EACH END W/ MIN. ND V� DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR K1 FOR F TO SHT. SDW2-K1 2" EDGE DISI 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS ,)6 FOR CONN. DETAILS 1 Od @ 12" O.C. 2 C. 0 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 3/16"0 X 3' P T 'I., . -2x P.T. AS REQ'D )yq p T 2X8 P.T. 4S LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4"TAPCON ( 11/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK A 2 x 8 45 DIAGONAL (4) 10d NAILS INTO \ BRACE(S) 2 x 8 BRACE/ BLKG. 7/16"OSB CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA7 SCRIBE (NOTCH) ,Q BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB yz ARCH FACES W (4) 1 Od 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 SCALE: N.T.S. �S INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24' 9 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - 12 SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW--' PER INSTALLATION DETAILS 0 4 ANCHOR INTO ARCH BLKG. -0 _1 zn 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4"TAPCON (11/4" MIN. EMBEDMENT INTO /4"MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK F 2 x 8 VERT. W/ (2) 1 Od f 1� NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TK&z. INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL �-2 X 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL rK 13-13 SCALE: N.T.S. 1\1 �S GLASS BLOCK INSTALLATION NOTES LO A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY to AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. 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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS E IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING 9 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL 49 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. E 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 REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. co PRESS PANEL REINFORCING INTO PLACE. ZO COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT 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 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 �02 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 MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2'-0" SECTION A -A 2- 78- 1/4"x 3 1/4"TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 1-2 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' EQUAL 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 EXPANSION STRIP 20 ga. PANEL ANCHOR 1/4" EXPANSION BOLT (2 1/4! 1 9 ga. PANEL L�5PER ANCHOR) REINFORCING (EVERY OTHER COURSE) EXPANSION STRIP MAX. 8" PROPER INSTALLATION tFILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90' HOOK 0 ±5A NOTCH WEB AT FIRST 2 COURSI -,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4'xl 1/2' SDS SCREWS & (5) 1/4"x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL 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 (1) SIMPSON 1/2' HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. JACK TRUSS PROVIDED BY SEE 12 TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24"O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS IMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 'A 0 24 O'C ING A - FTACHED CHEDULE GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2X4 #2 SYP @ 24- O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%' WOOD SCREWS @ 16- O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2' TAPCONS AT 16" O.C. L SECTION @ ENTRY SCALE: 3/4" V-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL FILLED CELL PER FOUNDATION PIAN 6R YP.) rHE :S # 10�v 0 # 0 0 + 774% + + TRUSS 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) 1 Od NAILS @ 8" O.C. TOTRUSSTOPCHORD 'r/y z—PLYWOOD SHEATHING BLOCKING AS REQUIRED TO SUPPORT SOFFIT + CENTER SOFFIT %j SEE ELEVATION FOR OVER HANG J— (MAX. 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4"= V-0" I\, �S W.W.M. AT PERIMETER SIMPSON HTT4 W/ (18) 1 Od X 1 1/2" NAILS TO STUDS & (1) - WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD OCCURS TOP WITH MIN. 3" EPDXIED W/ SIMPSON "SET" COVER V-0" F.. EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE A' 47 GIR 1� DE Cn z N � \--,—(2) #5 REBAR. MIN. 3" 16" MIN. e COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4"= V-0" #5 REBAR (TYR) D. 90- HOOK (TYP.) SCALE: N.T.S. R Rr-F:.RHF:;:T 112 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4"= V-0" cr z 0 �2 2 U_ 0 LU B @ FIRST COURSE 2-x BOT. PLATE W/ (2) 10d @ 6" O.C. >,I ATTACHED WALL SHEATHING TO 3/4" PLYWOOD DECKING GLUED 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 NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK tBE C LA C JO S11 H RETROFIT FOR MISSING EMBEDDED STRAP SS) SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� 1k OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 314"TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. V-011 51-01t Al-f INISH FLOQ 1 1:7 % v > t, . A t, t> #5 BAR 0 CENTERED W/ IN TOP --- KNOCKOUT/ I 1=�i I I I CHAIR BLOCK MONO FOOTING SIZE AND REINF, PER PLAN AND SECTION DETAILS CLEAN FILL t> t, t> DIRT STANDARD 917 HOOK #5 BAR IN FILLED CEL j STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS 1 SCALE: 3/4"= V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM, DRILL 3/4"X5" 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 EXISTING FOOTING DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY _J— EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. (2) #5x6' IN CONC. FILLED CELL I "I 4- SAW CUT SE CTION SCALE: N.T.S. 0 Cn 0. (D < __j 0 a 2f V) 0 C (1) C—/) 4--J LU 0 Uj th = \/(a LU Go tm W 0 aid Al I BID. *I 'r 12:1 ozo Cn a! .j u- vi SP 1�: g A� au t CA Z 0 '91.4< � a Z5 /W S LLM �jq, M Nj ........ 0 M 3 us z R)r 0 W/ 5\0 R \0 OFES To the best of the Engineer's knowledge, infonnation and belief, the structural plans and specifications contained within these drawings complywith the 2017 Florida Building Code - Residential 6th Edition. Engineses signalmns and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 4U00 0H § 2. EgE-. 8 & 8� � �N!j 0 0 W z 0 'a M < 0 z < g! 0 -2—! 110 LLJ U tn 1 1171114 9 -;i .120 P P 196 C'4 Isl;z Uj E, 00 V- 10 � 0 Z Z Uj 04 Ln Lli ILILI < 110 C'-4 < Z z t5 0 CD C� Z :5 Uj r_1 O_ ul E SCALE AS NOTED DATE 11/2/2018 TECH: KFWER VERSION NO 42 SHEET NO. SS CROSS BRACING DETAIL (TYP.)r SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANISI/TPl-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS. THE MOST PRE-ENG. TRUSS------i C14 § C" F_ LO cc :51 !2 C" E COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED wl (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 at VARIES W/ zm� \IF ROOF SLbPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER F=YTI=PlnP XA/A1 I SCALE:NTS DIAGONAL AT 81-0-t MAX CB VVI I wu %�w "��l I I I 1� v V"� TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED wl (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. 2X4 CONT. AT T & B CHORD TRUSS ROOF SEE SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT A -A I E NI SHI G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS 3;;'A HIP G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2X8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0. C. MAX. W/ (3) 1 Od COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ---- ------- ------ --- X '—ROOF SHEATHING — ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) X4 2 SPFTOP FPLATE FOR CONNECTION INFORMATION. BOTTOM CHORD 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 gk SEE PLAN FOR PLATE BELOW \IF TOP OF WALL 14 L MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY SCALE:NTS SIMPSON LSTA18 w/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 'IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE tOOF PLAN FOR MOI qFO (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP@ TRUSSE U.N.O. ON ROOF PLAN SEE FLOOR PLAN FOR i r I L TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4s OR 4x4 wl (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) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE:NTS kSEE PLAN k FOR CANT] COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. _T + 7/16" OSB FLITCH PLATE - SEE FLOOR PLAN FORJ SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO _ OPTION A SCHEDULE/PLAN OPTION B OPTION C COMMON BM. TO POST ATTACHME NT KA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS1 8 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A �� A SEE PLAN FOR 0. 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1 Od NAILS OR SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22`�� SCALE:NTS SCALE: 3/4"=V-0" SEE VS5 FOR ADDITIONAL OUTLOOKER INFO. in SIMPSON MTS18 W/ (14) 1 Od NAILS TYP. U.N.O. 1/2"PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: SIMPSON HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS A Z�. COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE / �12 SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WA SCALE:NTS 2 x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 W/ (8) 1 Od NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 W/ (8) 16d NAILS TO ZSEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2XII 0 #2 SYP CONT. LEDGER W/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 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 SCALE:NTS LOW ROOF/WAL T SHEATHING VA TLACHED\ PER NAILING SCHEDULE x 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/ SI MPSON MTS 12 W/ (114) 1 Od x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---" Z- (2) 2X6 BLOCKING UNDER� FLOOR G.T. RAISED BOTTOM CHORD SEE PLAN 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION �'*@) BUMP OUTK'39'N� SCALE:NTS DETAILS & SECTIONS 0 0 0 V M C> :z- U) Z! V) 0 Cl w U'> 4--J uj CID 0 Of C', em F 2 0 C' 00 < A I N-C B-D-C CA--j B LL� LU 2 02; la -16 CO C* 0 LLI Z N, 41 'DIROFESS\ 51/0// It it I] I I I ilkk\ To the best of the Engineees knowledge, information and belief, the structural plans and spedficalions contained vvithin these dravvings comply with the 2017 Florida Building Code - Residenfial 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawring pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Sufte 200 1 Tampa, FL 33607 www.LennarTampa.com Uj 1,4 Wli C/) ;z gE-. 8 1.4 000"s < 0 E�" 0 LU ib � E z -0 W M 06 _j z :1 Uj r"4 ;;C- LU 9ps r_ P � 6 f-4 N t� !Q 00 <UJ, io z z X� 0 �j Uj Ln Lij 2: < z dff8 lzu � _w �i Ln %D " C:) Z Z 0 LU X: z �w 2 rn V-4 12. Ln 8 SCALE: AS NOTED DATE 11/2/2018 TECH: KFWER VERSION No. 42 SHEET NO. D1 Z75 00 - cr_ I (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER (USE SP6 FOR 2x6 WALL, USE SP8 PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLO('KING NAILS T/B FLANGE 0 1. APPL Y SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS r U) FLOOR STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ...... — ....... SURFACE A 2x4 #2 BLOCKING 4G) THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 1 Od 1 Od x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON—\ x 1 1/2" CLIP IS TO BE INSTALLED MIN (3) 2x #2 SPF STUDS @ END OF Z CORRECT BLOCKING I w/ (3) 12d EA. END FLOOR DECK AT EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. (2) SIMPSON MSTAM36 STRAPS W/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 W/ (11) 1 Od NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16') FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) 8d NAILS @ 3 O.C. WALL SHEATHING JOIST SEE PLAN (2) 12d TOE NAILS TOP (2) SIMPSON MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"X2 I -JOIST SEE PLAN TIE BEAM PACK W/1 Gii::il ��1114AI LS FL OOR DECK @ 8"o.c. SIMPSON MSTA36 STRAPS W/ (26) 1 Od TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIS END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS (2) - 10d TOE NAILS FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED CAN NOT BE INSTALLED SECTION CORNER MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL GIRDER/COL. CONN. @ 2nd FLOOR HEADER CONN. @ 2nd FLOORr_4"N� SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR SIMPSON SP2 W/ (12) 10d NAILS SEE SS FOR RETROFIT F-SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP REQ'D TYP-7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 W/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN 2 - 2 x 4 SPF SIMPSON CS16 W/ MIN. 12" END SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, SP8 FOR SEE PLAN FOR CONN. OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT TOP PLATES LENGTH ON STUDS W/ 1 Od (1) S I M PSON LSTA30 W/ (22) 10 USE 2x8 WALL) @ 24" O.C. CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT (11) NAILS TO STUDS ABOVE & (11) 1 Od NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER W/ (2) 12 TOENAILS FLUSH W/ THE OUTSIDE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF N, SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. SIMPSON SP1 W/ (10) 10d NAILS HEADER/STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MSTA36 STRAPS W/ CONNECTION EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR //—EXTERIOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS SEE STANDARD HEADER DOUBLE 2x6 OR 2x8 TOP AT STEP DOWN LOCATION, MIN 7 REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION LXSS P F EMBEDMENT PAST STEP. SILL PLATE W/ SIMPSON LS30 W/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BA E PLATE 2x CRIPPLES @ 16" O.C. 1 Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 W/ (6) 10d x B OFSIMPSON SP4 W/ (6) 1 Od x 1 1/2" (USE C 'H� FLOOR SYSTEM SP6 FOR 2X6 WALL, USE SP8 FOR 2X8 (2) 10d TOENAILS AT EACH END OF SILL OPENING WIDTH 4 FEET). BAND JOIST & BLKG. 1 1/2" (USE SP8 FOR 2X8 (2) 2 x #2 " O.C. WALL) @ 24 (MAX. SYP U.N.O. KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP Ti, (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 t 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/ 1 Od NAILS @ 8" O.C.— TO BE INSTALLED AT EACH END. COL. SIZE \—(B)—/ INTERIOR HEADER 2 x 4 #2 SPF STUDS 3G TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 W/ (18) (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT W/ BOX HEADER SEE PLAN TYP OF (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FCF) 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7)— 1 Od NAILS & (4) 1/4"X2 1/4" L. TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 W/ (10) 1 Od (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. W/ D BASE PLATE W/ SIMPSON LS30 W/ (6) 1 Od x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 W/ (12) 1 Od NAILS AT SEE FOUND. PLAN FOR FTG. REQ. (H STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS N-T� L-L TOP AND SIMPSON SP1 W/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS W/ (3) 12d TOENAILS T&B "PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS E FOUNDATION PLAN 2 STORY INT. BEARING WALL I �6R FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCHJACK STUDS W/ (2) SIMPSON HTS20 W/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR r5 FOR EXTERIOR 2 STORY WALLS ONLI. 1 SHEATHING CAN STOP ONCE UNDER HEADER CONN. 2nd FLOO R r6 I 2 STORY COL. @ GIRDER r7 STUDS BELOW (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED /—(2) SIMPSON LSTA24 W/ (18) 10d NAI (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT CONDITION. DETAIL TO BE FOLLOWED IF DOWNSET OR BOX HEADER IS USED (2) SIMPSON LSTA30 W/ (22) SIMPSON SP4 W/ (6) 1 Od x 1 1/2" (USE SP6 FOR 2X4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 W/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2X4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE S I M PSON LSTA30 W/ (22) 1 Od SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED W/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3' "��2x 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 1 Od TOENAILS AT EAC EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END 0 F OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON r8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 1 Od NAILS (2) 1 Od 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 2xt 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 wl (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH Y01 END OF OPENING CENTERED TAPCONS W/ (2) 1 Od NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 1 Od NAILS @ 8"o.c. 0 AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 1 Od NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 0 CD CD (D V)0 Q) C_/�l 4--J Lu 0 LU V) V) C, E 8 M 04 0) cr) 0) Cl) IC2 - 0 2 'C - CN o U_ CC) < 0 CO 0 Cn CL C5 U) &:!t C; A WD. 0'zi; 7,!!! U) X. 6 z LU z U) 0z' 4 gq a) LU -Z LA 0 rb Ul -(.'9 1�! LLM z 0 ..... W F Ew. . z __j 0 Zz OFEWO 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 Edibon. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z z 0< 0, ffi 00 j U) §9 Z. co ffi- 0 bz Lu z 8 0 LU z -a Cl) 06 0 ;..o C,) Q z U V) < F_ LU .126 12 r-4 uj < CID v- Z Z LU f**4 LO Lij < Z 8 _j -I Lli 2: 2: < U Ln %0 (24) ZZ z t7u 0 Ck :5 LU Lu x r-1 T4 IQ. _IlLn 1 8 SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO 4n2 SHEET NO. D2 0 CN L0 cc C1 CJ4 C'4 K) 0 CN LO cc 4% C E EZ CL t-ULU UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WEATHER SLOPE 7 RESISITIVE 0.3 in: 12.0 in R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4" 1" BEAD OF CONSTR. (0. 6 cm 30.5 cm) R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or SHEATHING BY LAPPING DOWN OVER RIM JOIST AND ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN 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, LIF WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND 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 (ASSEMBLED WNDOW) (2Y OR EQUAL WEATHER PROOF CAULKING EXTERIOR mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner 2 CEMT. FIN. to meet the requirements of the exterior wall envelope as described in Section R703.4 WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE & Exception: Omission of the water -resistive barrier is permitted in the following situations: BARRIER SEAL TOPS OF JOISTS WIRE LATH 1. In detached accessory buildings. UNDER DECKING SUBFLC SUBFLOOR 2. Under exterior wall finish materials as permitted in Table R703.4 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 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 iESE DETAILS ARE GENERIC AND barrier above header to allow for flashing N 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 :-ANIT TO SHOW GENERAL FLASHING 4D WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier P 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more ofthe 3. Fold weather resistive barrier back over head A USED. flashing and seal with tape V N, 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 FMAIWDMA 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 ASPHAL RUBBERIZED 4. Continuously above all projecting wood trim. EXTERIOR SHEATHING 314"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED 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 THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASH NG, 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 SCORED R703.6.2.1 Weep Screeds COMPATIBILITY RELEASE PAPER A Minimum 0.01 9-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, (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 14 ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 @ DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING 6 Detail Instructions Refer to the detail E) in BOTTOM NAILING 8 (SEE DETAIL WP07) 7 number marked as each that corresponds to the numbered items in the list of FLANGE instructions below: 1 . Install self -adhered flashing in order as shown by numbers SELF -ADHERED FLASHING SELF -ADHERED FLASHING IF MIMI SELF -ADHERED FLASHING 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) - Ground 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 (15" x 6" Minimum) /1Zf 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to flt tight to corner 8. Mechanically fasten as necessary Lath SELF -ADHERED FLASHING Sheathing PATCH stucco d 'ZIN 7/8" Cement Plaster DOUBLE 4 in accordance With JOIST 4 ASTMC926 7/8" Cement Plaster SINGLE WOOD BEAM Foundation Wall Felt backed metal in accordance with I JOIST BELOW SELF -ADHERED FLASHING lathe in accordance ASTMC926 SELF -ADHERED FLASHING 4. 4 with ASTMC 1063 2 "k Felt backed metal 3" MIN Building Paper lathe in accordance SELF -ADHERED SELF -ADHERED 4 with ASTIVIC 1063 FLASHING FLASHING Q 5 7/16" O.S.B. sheathing Building Paper 7/16" O.S.B. Metal sheathing SELF -ADHERED FLASHING SELF -ADHERED FLASHING CORNER FOUNDATION WEEP SCREED Flashing DECK JOIST OUTSIDE Weep Screed Installed As Per Manufact. Specs. -7 Maintain A STRIP OF SAF LEGEND Bottom of Stampede or similar Weep Screed cauk bottom SELF ADHERED FLASHING (SAF) 1 1/211 to 211 joint only DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Above Roof BARRIER (WRB) - - - - - - - Weep Screed -BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- Sheathing Installed As Per SELF FURRING (SF) LATH PLASTER ACCESSORY Manufact. Specs. SF LATH SHEATHING, 'OSB', PLYWOOD, DENSGLASS WRAP DP WRB ONTO 1/2" Cementitious Cement Plaster THE VERTICAL Decorative Finish in accordance lk SURFACE TO TOP OF I FLANGE AS AN AIR with ASTMC926 All inside and BARRIER over wood 2nd floor outside comer Will 3-1/2" INCH FLANGE need to be miter I I �J cut and caulked all buff joints need to STRUCTURAL FRAMING becaulked using Stampede or sim. STRUCTURAL SHEATHING caulk for all PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. STRIP OF SAF DO NOT SEAL. CONTINUOUS BACKER -��DRAINAGE PLANE WRB ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY JBOND BREAK WRB 7 SF LATH Note: ------------ The building paper and metal lath must be Cement installed over the top of the weep screed. a Plaster --------------- 0 PLASTER STOP over block CONTINUOUS BACKER ROD 1 st floor & SEALANT CEMENTITIOUS FINISH WEEP SCREED DETAIL NOT USED SOFFIT/CANTILEVER SCALE: NOT TO SCALE 7 0 5q 0 0 r cr) -8 V1 I-D QJ Z; 4--J , Yu in 0 "L.. 4 LU C., C14 C,4 CL, So FZ' CD W5 :!!� 0 A I ED. N-C-8-DLC F_ a U) C-1 Sr! C', fn LU ie us Z 0 U3 fA -9 Z 4n JV! -5 LU 44 WWW.FDSENG.COM 00 C14 C=) To the best of the Engineer's knowledge, inforniation and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential ft Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Lu Z g C/) '00': 01M < e-s < LL1 0 Z Z 0 _0 1�*� 0 0 0 Q) > U (1) r"4 LU < 0 Z 00 Lu Z LLJ Ln Lij d'z 8 Ln r.J Z Z 0 Z ul Is 0 C) Ck Z LU U) S SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION No. 42 SHEET NO. W P March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2DI 7 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 EstotulishiiV Loads of JDist Har;Ws. Previous versions of the I BC and FBC required testing to comply with ASTM D1 Tel Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the IcweA of the following: 1. Lowest ultimate of three tests (or average of 6) vAth a safety factor of 3 2. Average load atl/8-inch deflection 3. Calculabons 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 (]CC -ES) revised AC13 Acceptance Crifivis for Joist Hangers and Similar Devkes in October 2016 to incorporate a rnethodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is worldrig on re-evaluating wood Construction connector loads to the new Standard to update our product evalualtion reports to the 2015 I -Codes. As soon as the updated evaluabor reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will tka time. While rnariLftclurers work with product cerfification agencies to update their wood connector evahiation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to acce-pt code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this laftr is valid until 6/3Qr2D18 when it will be re-evalusted by Simpson Striong-Tie. Please visit vmwstronatie.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,M.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. I&P4 Keith Cullum, P.E., LEED AP dwFBDW Engineer, Southeast U.S. Branch Ngc I of I Simpson Strong -Tie Corriparry Im. 2221 Country Lane McKinney TX 75060 Phons: 972.542.0326 Far 97ZS42.4130 wong.stromilig.com ESR-3455 7 A23 WIN FL10448.2 gig'' PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 A required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components fisted below if they will be utilized on the, con=on project for which you are applying for a building permft. We recommend you contact your local product supplier should you not know it* product approval number for any of the applicable listed products. C"ory/SubeategM Manufacturer Product Description Approval Numbera) Test Pressures 1. EXTERIOR DOORS A. SVANGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20-461.e +67.01-67.0 psf ThermaTru Firber-Classic and Smooth-Ster (NON -IMPACT) FL20481.9 +67.0/-67.0 Pat ThermaTru Firber-Clas3ic and Smooth -Star (NOWIMPACT) FL20461.14 +67.01-87.0 psf ThermaTru Classio-Craft and Benchmark FL15225.1 +87.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-87.0 list ThermaTru FiberClassic, Smoothater, ClassioCraft Rustic FL7640.1 +87.01-e7.0 psf I S. SLIDING MI Wrxkyws end Doom Series 420 FL16332.1 - FL15332.5 +40.0/40.0 Pat PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (SX7) FL15279-37 +30.0/-32.0 psf Clopay Buildrig Products Residential WridCode Doors W5 (16X7) FL16279.53 +30.01-30.0 psf Clopay Building Products Residenbal WndCode Doors WO (8X7) FL15279.85 +38.0/42.0 Pat Clopay Building Products Residential WndCode Doors W8 (16X7) FL15279.102 +37.0/-41.0 Pat D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,arid 847 Single & Pairs of Doors FLI 1537.1 WA (see, inst sht) 2. WINDOVA A. SINGLE HUNG -MI VAndows and Doors Series 185 FL17499.2 +50.0/-55.0 Pat PGT Series 5500 FL239.7 S. HORIZONTALSLIDER MI VAndows and Doors San" i as FLIS351-1 +40.0/-50.0 Pat C. FIXED MI VvIndows and Doors Series 185 FL15349.1 +40.01-40.0 list PGT Series 5520 FL243.9 D. MULLION MI Wndows and Doors Sed"5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Complank Lap Siding and HardisPlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Sold and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 pst C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.11 N/A B. UNDERLAYMENTS Tamko I Sib Felt Undedayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED 0. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FLIS918.1 - FL16918.4 NZA Florida Metal Products, Inc VentRV10 FL21580.3 N/A Lornanco, Inc DA-4 Exalrust Vent FL17202.1 N/A E. ROOFINGTILES Boral Tile We 900 FL7849.27 - FL7849.28 NIA B"81 rite Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032"Aluminum Gulftok 16"wide roof panel FL1 1851.2 R3 N/A 5. SHUTTERS A . STORM PANELS Global Protection Products Galvanized Steel Storm Panels FLIS076.1 - FL15078.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. Soo chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999A N/A MITak Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NZA C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintals FL158.1 N/A Commercial Concrete Products� Inc. High Strength Concrete Untels FLIT74 N/A CD a) Cn .0-0 CD > a) 0-o 2 CU -0 a- . .4-' a) (D CD -N-0 U) := CU -cu C/5 _0 2 cD 0 0- C 0 C C= U_ ICU 0 t;,- ,- CU C) > 0 E (D L_ Cf) W .4-' CM- :F W CU C:L ICU 40-2 -6-0 U) < A3 FL17244.1 ESR-26M HD21G-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HM12-2 FL10856.4 ESR-2549 HD218 FL17232.3 ESR-W5 HU216 FL10856.5 ESR-250 HD216-3 FL17232.3 ESR-3"5 HU216-3 FLIOMA ESR-2549 HD26 FL1 7232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU610 FL10858.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUCQ410 FL11488.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL1 1470.4 SIM200803 HGAM110 FL17W9.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL176W.4 Evaluation Report HETA16 FL11473.6 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL1 1473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FLI 1496.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2813 HT\AF24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTSW FL10456.26 ESR-2813 HTWM16 FL8223.2 Evaluation Report HTSM16 FL1 1473.11 SIM21)0802 HTVAA20 FL6223.2 Evaluation Report HTSM20 FLI 1473.11 SIM200802 HUGT2 FUS223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 HUGT3 FL8223.3 Evaluation Report HGT3 FL10458.19 ESR-2813 HUS210-2 FL17232.8 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232-6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2649 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FLIOSM.11 ESR-2649 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL28 FL17232.7 ESR-3445 LU26 FL106M.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FLIOIN55.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10865.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS28-2 FL117232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FI-105555.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10567.71 ESR-2615 E Clio > 0 -0 CD U) CU > 0 L- 0- 0- < sell-seell' 0 Cn M CU LU Z Z < _J a - I KST280 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3465 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10862.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3465 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR_W5 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL1 1496.3 ER-130 LTS2GB FL17219.2 ER-0200 LTT20B FL11498.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FLI 1498.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FLI 1470.7 SIM2DDOD3 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-26M MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-28M MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2W8 MP5 FL1 7244.22 ESR-3455 LS50 FL10448.16 ESR-28M MPH3518 FL17240,3 ESR-3447 VW1416 FLIOW7.86 ESR-2615 MSTA12 FL17244.18 ESRW5 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTAIS FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA38 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR_U65 MTS12 FL10458.33 ESR-2613 MTWIG FL17244.8 ESR-3455 MTS18 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MT818 FL10456.35 ESR-2613 MTVV20 FL172".8 ESR-3455 MTS20 FLlD456.38 ESR-2613 The products listed below did not demon Vats Product approval at plan review. I understand it* at it* time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2)'the performance chairactenstics, which the product was tested and ceffied 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 MUGT16 FL17240.5 ESR-U47 MGT FL1 1470.9 SIM2130803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.8 ESR-2816 NFM35Xl6U FL578.3 Evaluation Report MEHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FI-10867.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL8223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS160 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2813 RT15 FL172W.3 ESR-3448 H 10-2 FL10k%.7 ESR-2813 RT16-2 FL1723a.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FLID456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FLID456.14 ESR-2813 RT4 FL17236.3 ESR-3448 HS FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17238.3 ESR-3448 H2.6A FL10466.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM2DO803 RT8A FL17236.3 ESR-3448 Spi FL1046B.41 ESR-2813 SPT22 FL17244.30 ESR-3455 SP2 FL1 0456.42 ESR-2813 SPT24 FL17244.31 ESR-3455 SPAI FL10466.43 ESR-2613 SPT4 FL17244.32 ESR-3455 Spe FL10456.44 ESR-2813 SpTa FL17244.32 ESR-3455 SP8 FL10458.45 ESR-2813 SPTS FL17244.32 ESR-3455 SPH4 FL10458.46 ESR-2013 SPTH4 FL17244.32 ESR-U65 SPHS FL10458.47 ESR-2813 SPTH6 FL17244.32 ESR-3455 SPHS FL10456.48 ESR-2013 SPTHS FL17244.32 ESR-3455 U24 FL10M.141 ESR--2549- SUH24 FL17232.13 ESR-3445 HHUS22 FL10S!%.3 ESR-2649 THD28 FL17232.16 ESR-3445 HHUS410 FL10&%.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUSS.25/12 _FL1 1468.11 SIM2008064 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM2008D4 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FLID441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM2DO802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200W2 UPHD8 FL17219.5 ER-0200 HHETA20 FLI 1473.9 StM2DDS02 LGT3-SDS2.5 FL11470.7 SIM21)13803 LGUM26-2 FLI 1473.12 SIM200802 SHEET PA 1,0 NO. Florida Department of Business; & Proressionai Regulation Pqp I (a Building Codes and Mandards 12/122018 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.W3.fS 1211212018 211111 Roll Me 2ML Daw-ftcln, 2fik good. gob= 21k 21K 2KtftMu 211dL x= Vs.[- Bb,ItMd ElIgAinutual ARRMUIL a" LM v,,1- awmim FBC Awroval A,,-,d am= Rovid" 2017 nwm&Tru Corporation Rick VW#d LyrKW F. SchMkt P.E. J - Khg.P.E. 141W2017 0711212017 10MM017 12M=017 Appro-d P4,10w 2017 Ths,�T. Corporlow Rick VA40111 Lyndon F. Schosicit P.E. Ftyw J. Kh-S. P E. 12113*0111 12M302017 1202V2017 =3=18 ApprwA4 Category: EAWW Dom (419) 2WI740 PE43409 (613) 767-M C"ory- Exterior Doors (419) 296-1740 PE-43409 (813)767-65M 9ubC1d-2-V: SmAngIng E)ftrlor Dow Assemblies rickwowbidirwromfiffft. *uIsCasgory, Svk*hgExtaftOmAumMm Cornphanes Method: Soluallon Report from 2 Cook Cormpl— Mothod: eve6doll Report firom a Florida Registered Archled or a Warmed Florida Florida "md AmIlAW or a Ucensed Florida Erkal� pteftsdow Enoinew nAW4U4U Products 2WWkAMNMM A—ved for Use AWMUdl2LUM mama 2UIM Qu2iftw-ftexanct An�WmUn Aoam,df�u, nowd 0,,I- Aug I, KAa sum= §�ssfi -81c,w: lam EmdufiL2u6d2wm Data 1. HvNz Dmwkki= auwm EMUMM I a. r�&Tru Fbw-Cln* arld Srno*�Skwr Norrdnd SM91 &quotXon4qwd&cW; Op"m i2/31&M No Yes No KA F 2:1� C. In ool h -St wr Nornbial 6&039;8 &WONort-Impoddarml; Opsqw 12fJ112021 No Yes No Nfik Cwnposts, Edge Fibwgkn stole Dow Compode Edge Fiberglass ShVie Door n. 111111111111211111 ads mm gmwm mmmamom larvillon 2017 MIVI I OW Does, Culasorr. Indioder Dow . SMV E I I DOW AM owbot eakman Row from a Florida It ill 'ArahlootersUnswadFa Prod .. ft"m 3 =..t=.MFtEodq)F4m COMQ$k Edge Floorglats Ithritils, Dow (irmeMeWlsift, X conalurden) Nwhol 6110109:8 &qUoItJ�lMpod&qx ComposI.EdpFil -1 SWuleDoor on-MODAwft x -ft-M) Florida Daparibrost of 11loidnoss A P obWm Regulation &M*v Coda and Standards Product Approval Appftation Odell sombLz s� IMMOKIM� ldd*AJk sont wasor UdoR-' Awwa SWM K WWI. PE (717) 3815-M PE-82514 31744U boo_*.*ACLOOM plealorl ifillwis am so AdLbmdm go islow boom fw.AMMNK homod a*& 01A300,17 000111W? asmom? 1100101201? Approved aNdkAumm hmmmdjKgu homutbLum low now blaoLool�B 2mdmKmmkmm3aft 1. HVHZ 2WIMLMN Bohm Element SEFKB 420 ALUMNA 9010, FtEROVRCM ORO 112131rJ1114 NO Yes me WA 104macr000dmQuot; F X carlesurallorl) I &saasCP4orHffW&qM; Opoqkw Ftw&n SIngle Dow 9; X caffiNnilon) &quo1Non4ff**d&qw*1; QIw9d Few or SWO Door komwi�&cpm:ow Fbwcdm sax" Door FlesiclaiDepolim otBusinm&PmbabnWRoVAdon pawlrl &"v Cod" ond Standards ixwg Approval Appkadon Odell Bilumm sob indkLK ON 2ok BdLblas m ban gwm MENhow rdow gdddkLk mmm" joideded arLhommi hommd am Posvisibn 2017 Thff�Tfucwpom" IftelcWtilet N&OWWA*WodWo& " J. "V, ps 1200=7 OW2111017 10212aMY Approved coalow. F , Dom (410) NO-iT4D Mensiteram knows (813)M-NU &*CdWir business ExIsdier DowAsewdow; " a upowwwwri, Compl� HaVA4h Cordsmadol, Mark at Ulft am aammmznhm gMdkA� A,,adfwUm 6MMELILME Ann Re" ou EMOOLMROMJNMRWLKSM noboubomm" somuLtommmmA* b, NIVIRE glowiLtm ammo g� I L &qUOtCMNbCMVLRW% drd &qLVtftOdnWk bY 64 NO 0 Cpm*n sod QM=d IslowiNes Door wkh 12f3l=l No Yom No NIA Inseew-Truliquat am N-sweaN, , wwouwAv Florida Deparbirwork of Buskless A PrcAms1ona1 PAgulartion Building Codes and Standards Product Approval Appll, a, DIM F"alal 141121018 FlorldsDapsalwou ofillualrAiN&ProllossionalReguladon papleel Bulkhrig Coddle and Sibionclords vows Product Appmall Appkagm Dold! auk go aft alkbom aft gob bb aft boLboft go mn mudo IMNUMM fi� idiamm A*Amd ar&ammw amow NON mm )bon mmmaom 910" lbidam amo� EWLANK" Am=" a" Roll 2017 MIVI ', sadDow iseftsdarow Luis Rosario Lease SOM M. Wall. PE ollmlir"? oonvioil oBmam7 Widow Approved PINION 2047 w " - war opera amtedionow Lws 1110beft Lamm SWM M. Ulelft. PE oar,1312017 0111111411,117 mns=7 110f,10120,17 Approved Cleanser. EAMW Doom ("7) 385,1100 K-=14 CY17) 31741454 1, a, I— " DOM (717) 311 1— P114415114 (717) 317-64M 141101301squer. ft" DOW DoorAssambfiso bsoncoommitom 119103slapelln. BOW E 1 1' DowAssendlin 6@WAPNOM*lt— Cow#ftm MWmmk Evaluation ROM from a COMONOW MOM* EVakObn PAW **M 0 Fbd& Recleaned Ardftd w a Leaned Fin P abaft anosew FW R -1 Ardftd or a Licensed Fb ftorsealoodis gmdkA� hmmotaLum &IMNLbLvm MOM amin gmdkA� amummilvia &2ummdhLm hum ROM fta Imelam2ddjhnkwALIM nokmLguRdlum le MOIR 2dd&J= Bohm planless 201NLt= Bubw E� 4 SOM 420 NAAWRM SGIC MNKMM $WM420ALUMOMOODF�CK 12131=1111 NO Yes No MIA SERES 420 ALUMNA SW I I E6420ALUMNWSWOXO NO Yes No "a X0, XX 9664UGOONquat 144%&"002U*Iot NOKMSNFORCM Florida Depwbrwt of Bu*wn A A nof Regulation Federal Buillift Coda NW Standards V6513016 ProductAppeov lAppffaadmDaUN funinim gob loolLu 2im am RoLboan 20 MOIR mumm mmmkom Row ANUELAM� Ydidom atm� SCAMod amond AMR Its 1010 20117 710"wTfur,", W Rld1tweem NIftni Accredited" a Ittest J. Kko, PE. IL20=7 0111021=117 t22211101? Approved colander. aft1w Dom (410) 20&1740 koomb 013) 76740M 000,11opostm. 2 'a' 0 DwAsser,61so .-A -Ma CadMoomM@*wLlMq Call KAM emboubmdwn gmdkA� Amr—dearthis AeowavadibrUse and 200 am= amimLim an� z� 0. &quotftmt�ftffiquat ard &quot@wd—* tiy as mid AM OPININS and Cosexed RM oomwlh i2cilml Yom No WA ThwnwTnAwj* swat 0, , foldolkes. I I a and Colowel; Flowide Deparliment of Bu*� A RoftsMomi RsrjWm Bulkling Codes and Shindsods, Product Approval Applicadowri, DoW FLdnaziLou Junk looks MOIR loam Endue= rdmo andwaAu� PAVIBIOn 2017 MIN -, andicam Luis Robwlo Lomm cabaw. a - - Doom P0,42514 SubCals": $Oft EdwW Dow A b$w*son*mtwm 1, 0- , -- � - ts"k,"fewse" Rw 111191- Ard*Wora*' pasaft amimmwKBmku 2 420 ALUMNA SM SEPUIBS 420 ALUMNA 9W OX, YA XK 0U*oOdD&*mt MON409NFORCED pereloel looms no moubm" aft NOMW EICAMIUM Among MOIR OWN it IV* PE WSW? MI=17 W51210117 11011620,17 Approved (717)3174WU QWMLM� ammosibLum ammoluLum low aift gumaim RUMM E� 1213112018 No Yea No MIA I'llowlibin DOPWWWA of 1111usliness A Raba" Reguladost pop I of I Florida D"ontarvent of Budoiness A professional Roquarlilm polialdl Fbrft Deparbreent of &mhmn A RobseWW RoWWOm passidl Florida Dapwbn*M of Businow A Pi red Regulation &"V Codes oW Stordards laws Building Coda and Standards tmme &"V Cod" and Slundards IAM$ Builift Codes wW Slaridurds; poplarl LEWIS Product Approval Appkedon Odell! Product Approval Application Detail Product Approval Apinkstion Detail Product Approval Applillcadw Ddd natsysm ago 11OLK m MR 2abom oft "EVAM 20 &dim 20 20 2NLbo" 20 PLOI022�m Rft boom 20 20 2MLb� 20 aAmim auk he" Rift 20 2NLboaa go mm NAUM 90" mm&NKALMM Muslim kod" AsW" MRAmmnd Aummd sma MOIR mimm MWN&M= goo sadmoLLU� Bdidum Ndidd &LtoW akgAummd hooM ads mu MiNu Mmdubm gains smoRKALMM kddduLk Ndift ANhoW ak&Amand Andrew! AMR MOM gimma ummkom SEW AMhOKAM� Muslim m� kh� PlICAMerved ANNUM mm PA lob 2017 Casper &Aft Pmdwols Comm;moor v I , - * Tooft ftw= MA, a" "AW I I &VII21147 (XIM0011117 12100:10117 Apprand FAvision 2017 cbm &dft 1,0011110b OWV" V*owll .. .. Todirld Swvlom kk Gary MOMW lliRL2M7 011flomly 129&=7 Appiwad ROL kft 2017 WIN widopeas BWAONhw Use Robeflo Lamm a K UdoK PE 01IM341111117 OSMIrJM7 01`15=7 10110=7 Approved 11111110101 2017 POT WKUNWM Down Rawk mmn*aob 0= - Will MMMM300 OM - VAL lzim? 111/2111=17 112P21011017 C 1--I 80oftDoors, (513) 7704M ka (613)5194M C I - I Ilbsedor DIM (11113), Im (513)5104M P I Edwrlor Dom (717) 3"4= PE�4116114 (TM 311-84M Coloporr. Seeder Dom (141)4"00 (79M 3i**M SKVWW- OWAS I "a, POYAOM S"WW 3000AN Mftft Door AnwrOm mwuWdWdGdDMCOM SuIsClestiory: 80111n; - I DwAsswebbee bdMmgKomkvd.� S*Cds@Wr. SLVV 0 - k DwAsessiblift drmrkMpg*dwbin,mn Edhoibm MwkorUsft Comwlom*UdM*l Morkorlleft Mo&od: Evokmallon Roped *om a I kbft* CxWA@Ibn Mwk or Lkft agimEmbimi� amilogatblimk FbMft R g' Ardftd or a lJosesed Flodde amoLIOLOokm gmdkA� homiffidbEAN hounuLbLum bloo 2oft QUIRLA� AmmguL&jm &NMNL&Lvu in" golden gooLh� ammodiKus ANNOMKALHN boom ANEW AK9 emsoubidibmAKNilm bleML20sum goomummisEL2& I.Iffilm ammiLum ft� ftg MAM bobEL2mdWm 2RouldzmmdbL20 IHVHZ 2mmmmm Bohm f� fti IMWMINAtd6NNMbKZJMM BoadLoomm" 1,11M 2mmiL� Bum" ft� 37 03?WBMPM.2FiSI:U&K73,75.IMIOD,?$. ON! less 0*. 26 OL) Sko*4w (up to OW will*) 011CIArAn No yes No so popiIV 53 011311115-116PAN-21sidt. 80A K 73JIL, 1500, 100.4RST. S" Pon "K 25 9L) 00"4w (97 to 167 OL21rim No yea No -3)P8FkV ftA a QNWALOOkINK20 21" In WAR gioddLm &ohm helium to SW4S7O"WMblb' ip -0 IWW Mft Glen Dow W42M Yee yel, yea N(A 76V, 4IRST, 4RW. IYUrr, OW, NW. 46.4Z ft 4M 42D M& close, ODBOV OW GRSSV APM AMW WNDOODEM74;VWQMVDDW POF 4Ft$F. OW. ~, 49,4Z 65. 4M 421k BW OM GOSSY ORM. GRW ARM ARWV I= EDWV WMS)VWCCOMW74.*VWIM 0 Door PSF 6 OWM 420 ALUMNA 900 ROWOFtCED 420 ALUNNNLU OW FIBNFORM)= 1121311=18 No Y" No "a EDOO, EDWV 1439*WOM&qwt I Florida Depwonot of Owbou A, P chadw Reguldim pop I or I Building Codes and Sliandards Illinois Product Approval Appgcadon Detail PLMIUTJD 20h lookLa Rib 90 alkbmm mn mumm ammumm subuLLLbm maimmm timad ii&WM fiLhomm amom Ed& Re dwo 2047 Or cambial *IAAW� Inc Deft Dows UL U.0 Too A jk PE 1030AM? ioMM7 120mi Approved .. Dom (641)4N-U" M 0*4707 $Ltcmbswi I, owcapodead, dovedockoldsmossisloyso loom* CorOkOm Mok or Uslino M aAUERALZMIM gooLa� Asmandi.Um anommumia 200HUDOMMOLOW bEm gummkkm 1 0117. 707, 7V, 747. Ed "? Onglo and pass d cases Fkffih. ONSIC 4111 LWAved WOR WA POO of 12f3l4M Y" yes Y" NAR -, WdMdwm Florldin DWwbnwd of Busliness A PmboWonel RoguWw fteglorl Building Codn and Slainclards Ifflais Product Approvall AV i: N, 11, Ddd FLOUMMI,M so links 2ift am 202man ok BM 3mmm NMN*Akm good AMOOKAM� IWAWAN miu� Adedled PEC Assumed AMMM mm Re bb 2017 WIM " w4floors onantanomile, AffWlwnAfd*Acbff* ow� K Uwall, W 121311111017 1293WMT 011104=8 AOPVWd CONOW.111 � (717)1-1 X Anociallon (rM 3174464 . Fees! bWOVN*MkL— kb@mmk C -0 UwkorLftq RAESdbft Pmdmk gmdkA� A2mmmdjKgm homnabLum hum almm "I baamLvmid6gookwALMM ftukmL20idmku 2mumubmkmimao ISHM gibukkm boom 2� I too Pw 73 x 72 kmdM*d Gins 0401134018 no Yea No -00ILN Florkle Department of Business A ft%sWorod Reguirdlort Building Coda and Standards Product Approval Applilloollon Odell pop I r I 1054101$ RANdem SIM lag" Rik 20 90LBOdE go mn MID" nombdm 2EM XD*NL&LINM Ndimsm mlldft AdOW artheMand hmmnd Sim Re, has 2017 11INNNN0.1,111 OWPWWAon Rick Writes Lrwon F. soleft P.L RPw.L Khw, PE 10"18=117 lona=7 IGM1,120,17 112M212017 Approved cola"w. F - Dam (419)nS-1740 PS43409 (613) w4w S,dM,boW.- '-'a-" I EbWASMIhft eAssedirwMagownuftenks. Completes, Mosmkt a**"" PAW from a am FIN R ad Arshbot w a License% Flo gmdka� kmmudhLum hmanumm boom OEM a" EMSELENMLVMNKNAM BMSSUMEdim goindlmkl@ELRIII In NWR 2dMftlM Bohm ft� I a. &quoblbwcbmblqwt. &*Otwmoddmdqwt. Uft" ftothisealkwol; GWW Few 12PSIMI No Yes Yoe MIA - ocmmquot or A*Ntcbmkcma mrdbo--(K)' 'o-owwftc-%woftn Building Codes and Standards Product Approval Application Detail Pw1d2 12(172018 C.90 Endly � 111111 2&k 2SUIlagN DAk LMI V,,I- M,,dct-, CA" E,,d-, & LJ,-, VIldkd low FBC A-roval A—d INA Revision 2017 MI V01dwoos MW Doors Bred allow Amotm ArctAkedural S1~ M. LkIch, PE IV29120`17 12011=17 01,031me Apix-od cd.e.v: VAwoAPl (717)365-3300 usmoodumn Asgoeisift (717)W-8454 8.bCd.9.V: sells, PM9 bluxosromkw� C- Plant# MOW: COMWOW Met W US" A—d to, Lb,, Aso—d for U, [,-A 0,61- and Product Nwded� Cortroct Kdrifflon M 1, HVHZ RUMWLI= Blood P-- 2 165SH 5204 Flitflawwo From IW5G SWN& HUM lo/oma No Yes 1% +Woo asom am Mud IMIN EMAMOOM 11 .- 2017 POT WIXOM" cow"r. Volft SWCabpW. Field ConWI�Mo@m* Cardamom Mark or UMV P11114610 PAW kftft' 1 0 Florida Deparbywarlit of BuWmn A, P. no] Regulation Building Codes and Stwdsrds Produc AwovalApWA$onD*td parplotl 141410% new ar go a* RWJ%WM 20 fimm 031MOL&Lkm xvgm" yddm WORMad MCAM-el hmaNd mma DM RuNk MWM$amft 9000 - CER %MNW4Mdo 8000 - VAL 121201001117 120620117 028140,17 Approwod (%1)4"00 90 3164M *Uwhopo*dmm-- 9MWkA� AmmondbrUm Assessed far tin BEdUL2mmmm god" — — ILMM gmumkjm V"Aft"Vordow 04riwim yes Yes Y" MOR I'llorlds Depradirrownt of Bu*m A A no[ Regulation ftselorl Buddling Coda and Standards VOWS Product Approval Ap p Ddd P-Mossun so lllkLK go Ins Malabo" am mm knin Nboild= good LLU� ibumum idiad Alhow ZWLAE=ld ANEW lma R ,,, 2017 N We '� and Doom owtsmkw Lam R Uwwwl� PE 91w%w M. UrI* PE lar.13=7 11011161211117 larimi? IV12FM? Approved cowitair. vlow" (717) 305-M PE42514 (717) 3174M64 SWOMarloW. Mdba b@MngwGndwd�om Ndhoik Evshollon Rated Orm a Roddle A , ArdebodoraLlomoulft P ohm" Enionser naumamna6m 9ndkA� homodbLum AnninuffAm how alam me gommammkdmmao I,14vw ANUML� ARNO ft� 2 5764 Vat" Aforhown Msfilon 1213irAIS No Yea y" MR FWidaDspWkrWtofBoimn&Pioknk)i PAVUlation POP1.11 Bufift Coda arid Storridercis vocals Product: Approval Application Detail sm Anoka 20 go QmLblwm Rdk MOIR Yemen INNgidm ratio amomELLIMM 9dimmm mdim ANN� ErLhomm Amom mma Re law 2047 cbmwik"pmw*owm" V I '' kftfM T$Wq isavloas ikek Q&Vpsadde, 10404017 (XIM00117 12W=17 Approved � M G., leawls, DOM (513) TTOOM w (513) 51"M $dCOWW SKftW Bandar Dow ANKMW 11-111i"n I - Govaliftess NM*At CwNkWm Mark or UdkV rModedle gmdkh� ammeAbLus AMMEOLULUM and 21ma as W040 PAN-VIW. 73.75,54A. 94,4Z 41L 42B. am. load Pon ". 25 OL) SkOl�Cw (up to 9V wM*) oewrim No Yes No -36 POF/42 4Rffr OW GM, OW ARM EDM1 V1110100005110,1174; Vat Garage Door PSF FWW Dopwbnwi of Bohim A, R*&Adion pop I r I Bullift Coda and Stanclards immis Product Approval Apkation DAM asom am sooLK 20 20 2NLbson 20 mu loam amdoom QNM sumELLLMM xdimkm klifti Ambo" arLamma himom 2� PAL Was 2M7 pwkwmobin DMRW* AWAMWM" 9= - CEIR NGWAW%ft OM - VAL 122002017 11201W7 12FJMT Approved coboorr. VA (941)4W*lOD (MM 3116-UP) suboRbpw. obob "M MUNNOPOWduwb"m completes MMho& I Mwk at Udkq amumLbo6m gmdkA� Ammovedfortlew Anaroadfurtles "9 blooLoOLINE SomolKERbooLak ILMM gomLt= 7 rolow numve Missile brow* vbysr4b"vadow Yes Yea Y" Florida Deparlomert of &Wnew A Professional Regulation Parialarl Bunft Cades and Standards in=$ Product Approvad AppNcedw Doliall RAMft4til go too.K no go ban momin mmo6em 2oku IMANKALMOM Mdk%M Mdow homw arLAOMM Alamo man Relli* 21117 PeThwuwhm Om Ruwk kow")Nb 110CC, - CER MIKAdVele OM - VAL 1120116211117 11111402017 12$Noi? Appoved 00$Wr.VA N (941) 48"M (Not 315-non, sescaftow. Mumens Event I 'I LlwkwLidbV amealibid" AmonwWfbrU- ammmmAMLM ]mud goo Aug 1111.11M gAddLmm BIWMM z� I mummfafmoomwd AW&M redeem OLgL=l Yea Y" Yee AEMLgdmb Florida Department of lillualradd; A, Rob� Reguldort Builft Coda ard Standards Product Approw"I Application Doted ftpl.fl tools Fi*tnnsm go listu Re& go RoLbles no MOIR Ymehm mmmdmom GNM nowELAM� kdkmlLk m� boom MGANEN Among son 2017 Cooper &ON R*dUo CWMNY W*V^"$W UWM Tooft SWAM Kk On K%hW lirdm? 08011WA17 tz1owM7 Approved CaboW. E I DOM (413) 7704M fft (SIS)51"m SuIsCole"; Sed0onal Inslorlor Dow Asomakdoo Cowfl�-' CaMmImMwkwLbft nouahubmkm 6momdhLum anKomakam hand Room 102 109 VAI-10 PA&VIS31. M 75, at% 94.4Z 48.42B. 409, a" Pan Or*L 25 a&) Double-Cer (or to lGr 05421111011 No Y" NO -37 P81%4l 4RST NW OM, MM. AM EM *W)VANDOODEOi"7*,VWn 9 Door PBF pwivi rW;; an; ;I;daZs 12112IM18 Product Approval Application Detail EnOW YAW" h&M= OGARKU&I A,-,,d sou ReAsion 2017 M! VWKWM and Doors &wt swings, Amsilm AmIlledurd Slawn M. Ufth, PE 01,21rAls 01/03MIS olrawle Approwd catfoory: Visrulowis (TIT) 36"300 mamotcb� Aswdollan (7M W-8454 S.W.Isg.y Habelad Slow b3whowdrRIM.Corm Coeval— NvOwd: CoillIftellm Mark M Us" FLMMl-4KPm&jft 0�ftv A,-- A,-,,d fer Us, A—,dfU, XLWA Ruwa Enation —b,6111-1 Prod-tD-1,11- OtM,NVHZ g,,Ad-t Immum FMW Flame T3xS2 Insulated Gins HMO Yea w +55"6 .=N Florida Dopowbriont of Buldnew A ProkeWoral Regulation pelelorl BuNng Coda and Standards tmmis P.oduc Approval ApWA#m Denied AM2� 20 looks no go goLbon RON I= MOIR mmmbdm GNIN im&MLLLiam gdkM" vim" AdomA ficAmmmi ANNEW own its, low 2017 Jonas MOM Wang Ismoduchk ft pkwwlo am A � L Conew Jolm SWJM@4 PX 01FIGM7 OBM=17 OLML2m7 IWO=? 1. .. -, PWWVVmk 0"3*OV PE44121 W387-un ambeabomr. shft .., -ft , lAdho4h 0 ROWtvae d*,Mn OR A Ardftd or a fret" QWMKA� Anw&Vmdforum AMUndbLum kind Rift gmamukukdmL� K� Q� Blemm e� I Colook Lao ak&V Now -ow we Imp olding 1213irAM Yes Yea WA MIA -in Cn —Cu > 2 a) (D ca. ca. = 0 0 cu -a 0 Cn 43) -L-- (D 0 0 = 0 2 C: 0 CU 0 .0 U- CU .w a) "n E -6--f CU 0 0- CU -10- -6--j N- z z w mi Cn CC 0 CU Cn If 0 1-1), CD C- U) ICU 2 L- CL CU CL -onoo < C/) ICU M LLI z z .-j SHEET NO. PA 1.1 Floft D"Wbwt of Business A, PM68WOMI Regulation POP1,01 &Aft Codes will Standards IAMIG Product Approval Application DOW FLAM121112,1111111 so mdkm 21K go 29LBudo 21b M VANN somuom Raw UdMKAihM lbuduft h6mw arLhmmw heated nwo PA wo 2017 imm "oft &a" prodads, the. 111 Were 22tu A, --Logmers jorm so~, IPE aerAwmi O&MMI? ob2miT 1011012017 Approved claorpoer. Plead v4do, (am 30,W 141544121 (japser-nn oft onphrwjhuownoo- mb&A* owskildon Row from a aLOOM Fleakdo A 'Ambbd or a UcwoW Fla molkA� ammooLwas ammodALUM ft� now 216mabobognam JIMM aodkm aEbw allows 2 HwdW'M* Lop Oft ftwou"Wit lop "Is l2f3l*= Yes Yes, WA WA Florids Dopwtrwt of Bushels & Pmbu$MW Rqukdm pop I at I OL"ng Codes and &do 1151211111 uct Approval Applicallort Detail PLat� oft Do RmLbodm 21M mm in" mumbom good BmaRKAINM Xdd*Aa Mdim 2� arLAOMW hmom ANN Re Iwo 2017 SAM and Doorai SWAM LS* R LVINK PE Swm ML 1.11,101h. PC 101423w? 10MINWIT 10011:1017 12flZW? 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SkVAV Pbod-Olkeonn" Cow4ftmeetb0w*N Roportbonto socont Florida R '' Ardftd or a LMKOW FIN Enprow nAlmomhoma gooLA� humauLkLum hEMOLWAN k� Ron ftf mak Bmido 1 Cor4ft* Lop eww ftw-cmmtwpw" 12MIAMMO yes yes WA Kok Rot Deparkmit of Business & PmbnWW RWIMM Poetical Miling Cod" land SWWwda tmmio Product Approval Application Ddg Flol D"wb.w ofBu**U&Prok@WonWPAgWedw Codes mid Product Approved Appliodw DdO POPIOII IAMS FbrklaDeMbia a(Bu@Wim&AofaoWm Regulation pop I of I &MMV Coda end Standards Wallis Pi at Approval Applicadw Detail Florida Dopwbvmt of Business & Rob$"W Regulation vagalari A " " - C4ded; and Standards Inwo Product Approval ApWstlon DMSN aiinum gob mom 20 M 20LBMOB 20 PL&taly%M ads 21a go gwi%o" 20 1591111111MI go 20 Alm RoLbou RWR PLA*ts&M go m 20 2MLININ Rot MOM gEft Emdum= 2009 Ndiddk mmkvm ado" BILANInd AN=" mum MOM Nowo amimbm go� iblidum y� albftd BIQAMIMM Ammmd ANN In Muslim mwmbdm 2m= smooLLLb� idimmik *Ad*A adm� ZwLammd hmuffld m� mm )&No vmwblbm 2m" Mdolm xdftd A16d" fwLammnd A2awm a" Re saw 2017 j�abo ft-,-.Pmaocwwm FhqMm Zhu flooldd L OFM Jerre Garrard, P.E. OW2&M? osemiT OgrA=17 1IM1012111117 Approved R '', 211117 Al" Mck7bwMm LWW= F. A P.E. flyon A King, P.E. 101041:10,17 100=17 IOMIM? l2fI2MI7 Approved Rowltim 2017 AWN Nick Ilbornpoon Lrwon F. kftft P.L III I Kft, P.C. 101011047 iOMWI7 10MIJUMIT 121120017 Approved Revision 2017 GAP Mktods" are John W Knommorkit, PE 0OW12DI7 01,201=17 OL2Ml7 121122017 Approved cameleer. PEW were (OW 34"W PE-M121 (SM367-MM colosser. Ponot Vieft Mon."M P&43409 (013) MY -UN cappow. POW Assis (330) 1 1 PE43M M13) 7074MG 1. , .. I Roaft (M7W-341i PE4$406 wmam . Odkq pkgdmoxm4mwns" swaiwaqw. soras ram xlembIdLoorn stescissaw. laws nferampoundoistdo.con Sk*CsftgW. Aspholk Shinalso W*how� U&MW: Evskisft PAW from a cuR.� Cow#Nmm Molmd: Evakodm Report frorm it Uo*m* Evolvatim RWM ftm a 1. - kudw* Eveduaft ROW from a Recielfrod Anhftd or a Uwwdl RoAds Engineer FbMeR a' 'Afdftd or a Uorness! 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Lkwwkpmmft h-Led-40wrA-- NoWad:Evakm§mR@Wtmm RvgMwWArdftdwmUow*WFbfflo amilLa� AMMMUNIM hmmmLIKAM JOIN 2mkm JOLM 2mMMLt= Bohm plasmas 6 WISUL Asphitnko*Ad 10 OlWrAIP Y" yu NA WA Florift Dqmbrwd of Business & Proledirl" Regulation Paplall &Aft Codes and Standards I&WIS Product Approval Application Ddell platonam go& ffmvw 20 20 2ML&VAN ads In gmft amodimm anew; raduKAM� IdWimm Mdift albo� arLhmm hmmum am R '', 2017 LV Tharristron, Inwo ato 7UMPOM Amhb*M To" chralmon ZBdWy It it" Letters, A MOMIT 101101111017 IOM712017 Mini? 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Kuhn Looke Bowden P�E. lQM2rAl7 10/10=17 10/1712017 1211M0117 Appr-d Category: Roaffing (352) 4913417-78 PE-75519 (334) 3OD-1800 Subcaleg,ri, metal Roofing InfoCilulf-tsupply.com Compharom M~. Evaluation Repwt from a Florida Registered Architect or a Licarsed Fluids r Name 0.032" Aluminum 5V Crimp tAn 0.032&quat: 5 V C" Aluminum Roof Panel over ISAMquot; Plywood 2 0.032" Aluminum Gulf Lok Mn 0.032&quct Aluminum Gulf Lok MQuot; Wide Roof Panel over 15M" Plywood 3 l" 24o.. Gulf Snap 1&qut; Gulf Snap 24 Ga. 17&,Iut; wide Rod Per, over 151329quat; Plywood! 4 I&Quol; 249a. VeniviLm 1" VersaLm 249a 18.5&4uct; Wide Roof Peru over 1 5132&qu-d; Plywood 5 %quot; Versol.w.03211,quot; Aluminum I&QUat; VereaLm min 0328,quot; Aluminum over 1542&Quot PlYwow 6 I.Mquot 249a. Gulf Snap I Uquct; Gulf Snap 249m. 1 Uwd; Wide Roof Panel over 15,M&Quat; Plywood 7 1.5&qut; 249.. V-L- 1.5" VmaL= min 2490. 188,quot; wide Roof Pon over 154328quot; Plywood Uquot; 24ga. MegaLoc Mn 2 Ga. 2" MagaLm 18" wide Roof Panel "r 1552&quat; Plywood 24 Ga. Gulf Lek fAn 24 Ga. Gulf Lok M"; Wide ovlv� 15/32&quc PWI-W 10 24 Ga. Gulf Seem Nan 24 Ga. Gulf Seem Mquot; Wide Roof Panel "r U4 Wood Purfins dvlu� 15)32&cpud; Plywood! 11 24 Ga Gulf Seem k" 24 Ga. Gulf Seem. 1 3/4&9ud; Snap Look. ,8&qud; = Rod Penal over 1502" Plywom 12 26 Ga. VV Crimp Mn 26 Ga. 5V crimp Roof Panel over lSa2" Plywood 13 26 Ga. 5v Crimp Len 26 Ga. 5V Crimp over 15132&qud; Plyvroodl 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Crinv Rod Panel over lx4 Wood PurNns over 1542" Plywood is 28 Ge. Gulf Lk fft 26 Ga. "Lol I SUM: Wide Roar Panel ova IW2" PNW�d 18 28 Ga. Gulf Lok Mn 26 Ga. Gulf Lek MQuot; Wide Rod Panel 1&32&quat; PlywoDd 17 26 Ga. GulfP11R lAn 26 Ga. Gulf PBR Rod Panel over 15M" Ft-od QualityArnsuranice nods 04MV2024 Agtor,ved far Uss In NVMZ No Approved far Use outside KM Yea impact side" N/A 219M Prgainge -NIAI -10a.5PSF 04M212024 N. Yes N/A +N/Al -116.13PSF D4/1=024 Y. Y. N/A +N/AJ--131,OPS 04/12r2O24 Yee y" NJA +N/,V -138.51`61' 04/12/2024 Yes Yea NIA +Nhk/ -101.OPSF 04/12/M4 Yea Yea WA +NIAI -116.0PSF 04112/2024 Y. Yea NIA +N/Al -123.SPSF 04112M24 No Yee NIA +N/Al -10a.SPSF 04M2/2024 No Yea N/A -N/AJ-98.7PSF OIV12/2024 No Yea N/A -N/AM.5PSF 04/12J2024 No Yea N/A +N/Al .108.5PSF 04/12,2024 Yes Yea NIA +N/A/ -l58.5PSF 04/12r2O24 No Y. NIA +NW131.PSF 0411212024 No Yea N/A +NIA/ -156.SPSF 04/12.2024 Yes Y. NIA +N/Al -i8l.0PSF 04112/2024 No Y. NIA +NW03.SPSF 041IM024 No Y. N/A -N/A/ -154.?PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 2 MIUMS Aw Product M Jal. Number or Name, amdkAummm Product Description Approved for U" in HVHZ A�Ovbd for Use Outidd, HVHZ Wood Resistant DOSM Pseaum, is 26 Ga. GUMPOR Min 26 Ga. GuNPER Roof Pand � IX4 Wood 04MM024 yes Yea NIA -N/At Purlins over 15/32" Plywood -l5i.7PSF is 28 Go. GulfPBR Min 26 Ga. Gu1fPBR over 1542" PtywoDd MM212024 Yea Y" N/A IN/A/ -l54+7PSF 20 26 Ga. GUMPOR Min 26 Ga. GutfPBR over lX4 Wwd Puffins over 04M2/2024 NO Y" N/A +N/Al 1&32&qu.t: Ply-d -151.7PSF 21 26 Ga. GulfRib On 28 Ga. GuMb over 10 Wood Pudins over 04/12/2024 NO Yea N/A -N/Al 15=" Plywood -1642PSF 22 28 Ga. GutfRib Min 26 Ga. GuffRib over 15M" Plywood 04112/2024 No Yea N/A -WA/ -159.2PSF 23 28 Ga. GulfRlb h4n 26 Ga. GORR, - ISW&quct Plywood 04112/2024 Yes Y. N/A +NW -1 92PSF 24 28 Ga. GulfRlb Un 26 Ga. GulfRlb ower 10 WoW Pufts wer 04/1212024 Yea Yea N/A NIN 15a2&Quot: PWwd _164.2PSF 25 29 Ga. GuMb Min 29 Go. GullRlb � lx4 Wood Purft over 014M212024 NO Yea NIA -WAI lSa2&Quot; Plywood -123.SPSF 26 29 Ga. GORR) Min 29 Ga. GL4fRtb over 15M&quat: Pywood 0411212024 NO Y. NIA +NIAI -146.OPSF 27 29 Ga. GuffRlb Min 29 Ga. GORR, over IM Wood Purims over 04/12/2024 NO Yea N/A +N/Al 7/16" O.S.S. -iOl.OPSF 28 20 Go. GuMb Lin 29 Ga. GUlfR1b cmer 7tiWuot: O.S.B. 04/1212024 No Yea N/A +N/Al AMOPSF search CrIteda, Code Varslorl: 2017 F L k. 14651 APPRo.UM Type: ALL Produet llamdadurer:. ALL Category: ALL Subcategory: ALL Application Status: ALL Cornplanooldelhod: ALL Quality Assurance Malty contract Eypiredo ALL Product ModK Nurnbw w Nama� ALL Pmd-I D-rtpd-: ALL Approved for u. in HVMZ: ALL Approved Iw toeo outside MMAQ: ALL Impad Resistant: ALL D..N. P-. ALL Ode From: ALL Date Ta: ALL -6-0 (D -CU > 0 (D (D 0 Cn (D 0 C 0 2 5- = U- CU Cn .--0 0 .0 ICU E %+-- 0 CU > 2 Cn !E (D W CU.0 L- "o CU " CL 11- -0 - C/) V� CU C: 0 CU CM) cn 7t= 0 CU 0 L- CL CL cn c-) 0 Cl) CU LLJ z z 0- - SHEET NO. PA 1.3