Loading...
HomeMy WebLinkAbout39660 Dawson Chase DrI I i I I llrv,l,n I a n r A RK SHALL COt "0,_y WITH pREIMUNC "t^' t IILv CODE, COUcS=LORIQA B . ,, )r NAti01, Lr I FCTRHiI,LS ORDINANCES AUG 2 _Q-M9_ / ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed ABV or Abv. Above FUR or Fir. Floor AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace AHU orAH.U. Air Handler Unit FR DR French Door ALTorALT. Alternate FRT Front BC Base Cabinet FT or Ft. FootJ Feet BF B'Ifold Door FTG or Ftg. Footing BK SH or Bk Sh Bookshelf FXD GL Fixed Glass BLK or BLK. Block GALV or Galy. Galvanized BLW or BLW. Below GC or G.C. General Contractor BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter BOT or Bot. Bottom GT or G.T. Girder Truss BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board BRG or BRG. Bearing HB Hose Bibb C Carpet HDR or Hdr. Header CAB Cabinet HGT or Hgt. Height CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) CJ or C/J Control Joint HORIZ Horizontal CLG or Clg. Ceiling HS Hard Surface (flooring) CMU Concrete Masonry Unit ILO In Lieu Of COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation COL or Col. Column INT or Int. Interior COMM or Comm. Community K/WALL or K/Wall Kneewall COMP or Comp. Compressor KS or K.S. Knee Space CONN or CONN. Connection LAUN or Laun. Laundry CONT or Cont. Continuous LAV or Lay. Lavatory CT or C.T. Ceramic Tile LF or L.F. Linear Ft. D or D. Dryer LL Lintel Length DB Door Bell LT Laundry Tub DBL or Dbl. Double MAS or Mas. Masonry DCF Decorative Cementitious Finish MAX or Max Maximum DEC or Dec. Decorative MC Medicine Cabinet DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer DIA or Dia. Diameter MGT Management (room) DISP or Disp. Disposal MIN or Min Minimum DIST or Dist. Distance MIR or Mir. Mirror DMF Decorative Masonry Finish ML or M.L. Microlam DS or D.S. Drawer Stack MONO or Mono Monolithic = DTL Detail MW or MICRO or Micro. Microwave M DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale N DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry DW or D.W. Dishwasher OPNG or Opn'g. Opening EA or Ea. Each OPT or Opt. Optional ELEC or Elec. Electrical PC Pull Chain ELEV or Elev. Elevation PED or Ped. Pedestal EQ Equal PH Phone i EW or E.W. Each Way PKT or Pkt. Pocket (Door) EXP or Exp. Expansion PL or P.L. Parallam m EXT or Ext. Exterior PLF Pounds per linear foot FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf Ln N FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height FG Fiberglass (Shower Pan) PSF Pounds per square foot FIN Finished PT or P.T. Pressure Treated v FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire s REVISIONS 0 J PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, 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 SPECS. 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. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VLorV.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With WA or WA. Wedge Anchor WC or WIC or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) 08-20-15 1.0 NEW BASE PLAN I rn tZ a 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS I MEAN ROOF 15 FT. HIGH TYPICAL 01-04-18 4.0 2017 FBC UPDATE FOR SINGLE STORY HOMES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. o f 03-29-18 5.1 UPDATED PER CITY COMMENTS _. rn LENN/�R8M 2575 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 titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Js �, — o z z a 13 z t/) UI' Q) u, 4--+ W O "' Of F- o ~ Cl) n� U m N LU tyN� M f6 Cl) f7S " U C 5 o � o t` Q0 og Q d A 1 MD. N N Z 1 1-.• -. LU QNN� CLi a > g'u o z YJ V vvirn� 3 Z 0 LL `i• `! ♦ < *' WVJW 5PNQ 0M To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z Z f �ua�tr �z00 Z C T J OJ L1 O��o V 0 L 1 W T Z Z C/) Z LLJ Ov o = LnF .9 . �µI0o Y o J w$7mY� tV C) r\ NSW a �o�o 8 W Z Y 22 i UJ J Ln r-i di a Z a z 8 c" Sao �gZ tz Z ZS O m O Q1 Z = a ,-I a o SCALE : AS NOTED DATE : 4/12/2019 TECH: JBERCHAL VERSION N0. 5ol SHEET NO. C S I I I I I I I I I 1 I _ It i I Il 1 wl_ 1. ". 1 11• I I. 1 J___ - 1_1 _ 1 _.._ - _ _ _ - c c d r b m I 11 co E N N E5 m TYP @ 2 STORY J S6 H.B. Cv "' 0 5-SH 16" DEEP - D ----- --- - -_ _ _ OPT. N S3 - - - - - - - - - - - - 2 66 B.F tj I I I I I z, z, REF. 2x6 WALL I I 12'- I I 2 68 0° I I I KITCHEN I I I I H' I I I A OCl)3 8'-8`' Fl_,4T LG. I 0 I N I o I i I p I I CC I I - - 3: w � a - S3Lu 4 L- J U- EDGE OF SLAB 2" o I O^ I I N ,_____----EDGE WALL N I X I I 4'-0" fi'-2" 6'-6" 4'-8" 20'-8" I I I 2 CAR GARAGE 19 DINING ROOM 8'-$�� FLAT CLG. I PATIO 0 8'-8" FLAT CLG. I I I O 0 CARPET BUILDER TO PROVIDE I I I o 2'-6" APPLIANCE PROTECTION I I zo CD o WHEN REQUIRED PER FBC I I D I I In O (3)2X4#2SPF W/ I S3 I I L - - - - - -- - - - , (3)16d TOENAILS S3 4'-0" j 1-01, N (3) 2X4 #2 SPF W/ W H N 19 @BASE iv b (3)16d TOENAILS @ 0 - 0 BASE - - - - - - - H H H TYP @ 2 STORY 01 01 01 FOYER (2) #5'S J O O O 3068 8 -8 FLAT CLG. S6 tJi ILL u_ "' TILE O I o 0 16'-428" a 3'-8" 3'-8" 3'-6" 6'-0" '-2" I rn n 10 NTRYI r 2068 B.F. ! 8'_8" FLAT CL . - -- o W 0 2„DE _ _ _H_D_R_AT_T-4" -----------_ * 5-SH2x6 - T WALL 4'-0" _0" (2) #5'S - 04 O G N co LO Cl)P S3 � .O (3) 2X4 #2 SPF 8'-8' FL T G. FLEX ZiD ROOM W/ (3)16dFAMILY 8'-8LG. 12 CARPET 198'-8" FLAT CLG. BASE -- -- LO O o0 CARPET 42" SLOPING 11_ _ _ _ oo HALF WALL 10 FLOOR G.T. _ 9 ZD 00 15 AC PAD CACPAD 1 1 1 141 I I8 I I I IUP 116R1 i I JG 1 TT TYP @ 2 STORY S6 H.B. J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 5'-01, HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2)- 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 314" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38 18}X37 S.H. 14 20 X 50 18 4 X 50 S.H. 15 20X63 18JX624 S.H. 16 20X72 18JX714 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1H3 271/4X38 26x37 S.H. 1 H4 27 } X 50 1 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 X 38 36 } X 37 3/4 S.H. 24 37 X 50 36 4 X 50 S.H. 25 37 X 63 36 } X 62 1/2 S.H. 26 37 X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 52 } X 37 S.H. 34 54 X 501 524 X 50 S.H. 35 54 X 63 52 4 X 62 } S.H. 36 54 X 72 52 � X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (�cncr�l Nntcc R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 �F +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 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 111311 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. 427 35 3044 LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN B EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4'=1 t-0" GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 1, Z M - o zto z Q a z Ln 0 w �U � Ow YZ M U o 0 CG N w op� m C' M cr)i cv IMFO U O �" o ,a ¢m �g SaT, INI N U) N z inW ; ' i C'LL o a z Zvi- = o O 3 �� o x m LLN � o� m 41AIE/ol o Wz -'WW !>�D. EOM ! ,.. To the best of the Engineer's knowledge, information end 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 06 UJ f� w<�� �Eoo z �w�JWF�FO 1000 V m Z L CL Zz O /��1 2:2 O z '0 ^ ILL ILL. a J L yoy,I�o F Y� I- o � fps W52m0. L0 0 CC o9QJ *� N d s2 Z Z .-� Ia_2 0 ��0�i Jr-I 1 1 Q LU QLLJ z a Z �cez rl �O z " Z S 0 cc rn Z g w = w f ,-+ a to o SCALE : AS NOTED DATE : 4/12/2019 TECH: JBERCHAL VERSION NO. 5ol SHEET NO. 1.0 I J m r- LO 1741 TYP @ 1 CORNERS D2 U.N.O. R&S r------ I ---1 I J S6 EGRESS O cc FIBERGLASS SURROUNB I TYP @ 2 STORY _ P I W.I.C. I I 1 BEDROOM 4 1LO-U) `° �, 3 I 18'-0 FLAT CL v�l 7'-1 z" - 1 1 I U) o - 8'-0" FLAT CLG. CARPET ROOF G.T. 13'-0" - - - N BEDROOM 3 8'-0" FLAT CLG.=O CARPET Q _ _ O - 11'-8" W H1D2 D2U)1I m o TIL - LID 2 I 1 TYP @ 2 STORY J S6 ao (0 N o - _ T 0 O i" o 4068 B.F. N N =w w Li v)p z Ao L'_ --i o0 -- N o0 io 6'-1 5'-4" 2 iv 2'_3' iq 2668 � 2668 `~ 4068 B.F. LM - - - - - - - - - - - - - 60"X36" SHOWER FIBERGLA SUROOUN 4'-0" 3 Sim'D2 w/ (5) STUDS _ _ _ --- R&S -- 5' 101, _ co :- 1 13'-72 M ° co "AH w BEDROOM 2 OW 6 H1 D2 CL u" 000 w co Co 1U)W 6o to rn 1 ATTICI2 I I �I a I'I �I - 10 L---3 xsl cm c I 00 in 1 o I TIE I I I e 1 N o 8'-0" FLAT CLG. CARPET _ -_-_-, - I I - I q LA 24 8 8' 0' p O ,_92-1„ 2'4" miN 2868LO 6-10' 5'4" 2'-6" I � I r I - J_ _ J FN 3,_821„ 16'-8" in 4,_02-"„ L. 3_721" OWNER'S SUITE ti R.A.G. 6 LOFT i5 = _= H3 O D2 = CO co Q � 8 -0 FLAT CLG. CARPET "' ROOF G.T. I I I I =- rh" 8'-0" FLAT CLG. CARPET 0 = N H3 6 D2 14 13 - - - - M 11 z 10 ' TYP @ 2 STORY J S6 I= I Q 1 1= II TYP @ 2 STORY S6 o fD 9 1 2 I I I I 4 5 6 7 I I I I 1 I I I I I I I I I 1 1 - 8 I I= I 1 J_ HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI R.A.G. (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See.Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED '* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. ' IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS '" WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT'* SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20X38j 184X37i S.H. 14 20 X 50 j 18 } X 50 S. H. 15 20 X 63 18 4 X 62 i S.H. 16 20 X 72 18 4 X 714 S.H. 1H2 271/4X26 26X25 S.H. 1H3 27 1/4 X 38 26 x 371 S.H. 1 H4 27 j X 50 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. iH6 27jX72 26X711/2 S.H. 22 37 j X 26 36 } X 25 1/2 S.H. 23 371 X 38 j 36 } X 37 3/4 S.H. 24 37 1 X 50 j 36 4 X 50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 } X 25 S.H. 33 54 X 38 j 52 4 X 37 S.H. 34 54 X 501 524 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 11111111111111110 � • . i i 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 "13111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND FLOOR PLAN - B EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: %4"=1 r-O" (GARAGE / LIVING) IU l; L, Z c-) - o z z r Z N 4--J w (113 M �U - Ow c _ o r- U �C, CO N W N co NO N U 5'' O O " o Che 0 no ¢� co ��� rn Q d B D. `� •JI P N D • w � v W t z 0 fA Z W � z c -] lIX's LL O .O W Z 1 4 FNiT"f�`f% co J • r � U` U ••� iwWlb• +NG..cIS ) To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa,com oz Z d f� w¢°dEL Uz80 z �o�z rb NN II L O L L � zz >o ti z z ICy ,;/ Ii..L + \ O C: L 3 I.i.. Q o J W U = k N .9 y8 2E ist r-0.0� N z u�<d CdpiO {wuCC Z Z o D Z W ri III d I? W Q Z ��w< o QZ ,-a Z Z DNS �0 m Ck gLn LU LU o o SCALE : AS NOTED DATE : 4/12/2019 TECH: JBERCHAL VERSION NO 5al SHEET NO. 1.1 r E 0 rn N N � SEE PLAN FOR LANDING DEPTH � MIN. (3) 2x STUDS R @ END OF LANDING BELOW HDR. BEAM STANDARD (3) 2x1; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMING (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 7 CONNECT TC 0 MIRROR 4 KITCHEN ISLAND PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. A, SCALE: N.T.S. 9'-0" MAX LANDING LENGTH HAND RAI OWNER'S BATH O iM 2x8 #2 SYP JOISTS @LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO U I LEDGER Q 2x12 HDR. w/ (3) 2x STUDS AT Q I EA. END FOR BEARING w -' STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO HDR. r 1x TREADS (TYP.) r` CONT. L LLJ E3 c3UA , ft'LL_ ' of 1 10 iz 5ol THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1!2" TAPCONS @ 16" O.C. PLYWOOD @ LANDING 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. KITCHEN CONT. HANDRAIL 1x RISERS (TYP.) STANDARD (3) 2X12 STRINGERS W/ SIMF A35 CLIP TO FLOOR SYSTEM 2x8 #2 SYP JOISTS @ NDING @ 16" O.C. w/ SIMPSON 35 CLIP OR LUS26 HANGER EA. SIDE SEE PLAN FOR CLG. HT. 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING �m iD KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS wl 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 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: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. STAIR SECTION SCALE: 1 /2"=1'-0" 1` X Z cn o — o Z N z* EMI l r 00 M7V y Q rn i CV r- PM 0 _00-1 1 Ll 1" x 4" SMOOTH �\ TEXTURED TRIM / BAND 1" x 12" SMOOTH TEXTURED TRIM BAND I� 12 LEFT ELEVATION SCALE: 1 /4"=1'-0" T.O.P. ___---- HDR HGT. 2ndFIN. FLR. ------- T.O.M. HDR HGT. F.FL. - B1 SCALE: 1 /4"=1'-0" CV 00 N General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. r �� Ell U 1 % J 1 1 Li U Z <> — O z�z Q a V) C9 � w (D(z c) U Ow Ln ~ �ru U M N w f tMi N M mC M�� U -I--LL o �i rn Q v 2Lv rn Q d IB Ds o C veV10 N N rm f a Z W z 5 U_ 0W a ' W V a LL U_ 3 3 Q:�Iiif��,lg ' LL N - , r ❑ '4 -= WWW.9D,8 G.CO TA To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www,LennarTampa.com 30 G z d Q U) ¢ � Z O go�0 w� �ozz Qa w OW W u��O w Zo } V f 2 ��/ L1 ^ Q c� L p `. Z �w ULr) I- {ou.pz r Y OZ O0W mo¢ J z N LL w w wW z 10 z °.�' (32 � J c G Q W Q z <ww ¢zU ~ a �u.1w0 C Q z r� z �' Z 2 m Ck z 5 U = 0 a R SCALE : AS NOTED DATE : 4/12/2019 TECH: JBERCHAL VERSION No' 5ol SHEET NO. 3.1 rn -I00 00 I 60 cn ti 00 N r ti T.O.P. HDR HGT. 12 5� T.O.P. HDR HGT. 12 �5 i I CJ CJ CJ o Z _J_ 2nd FIN. N U _ ---------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- ------- -- FLR. CJ / WEEP CJ / WEEP T.O.M. - - - _ ----------------------------- —------------------------------------------- -- HDR HGT. ll F.FL. 2nd FIN. FLR. T.O.M. HDR HGT. F.FL. — — — — — — — — — -- — — — — — — — ROOF TO BE 9' RIDGE VENT 12 5� CENTERED ON DOOR --------------- -- TEXTURED -J CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - B 1 SCALE: 1 /4"=1'-0" 12 zz::::�15 RIGHT ELEVATION - 131 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Z M o zC) Q E3 C: t n (D Q) C i--J w �U OW E �L - U o m N W S � th �NM = Q> f%j O O N " o U O Y Lv rn Q o I B D• ``Al � iul" N gm .0 O N Z LU �N6z w z U) ED a o, LL . w �LU Z Vane o ce CCU a) ce kf -40��fj'�,, W'NiFD•. C J� (D Q , O R O F.� f/� 810, r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z� oC G � za of zg z w<W cr � O oo W rr �-- wz d f J Q- O W co w rz 0° L J w z } v zz a �1 0 5 Z C/) 3 z o -0 U = �./ � Q Ir < u5 9 is 0 W0 w Y P f J J w O a V O z<z� wwy LL Q aQ 2' O y Z tT POD Z J R V W ui W =¢z� J LU ~ i2 g~� ri ri Q Q Z zccz z � <u,o 9i O m O t rn Z g W = �Ln a� rn ,--t a V) s SCALE : AS NOTED DATE : 4/12/2019 TECH: JBERCHAL VERSION No. 5ol SHEET NO. 3.2 I JII! I I I I1 11 1 1 1 _ M U W m 2" 1" 2" "NOTE: VARIES 1'-10" 12 CAP CAP iv N FOAM TO BE USED 1" RADIUS M ONLY WHEN REQUIRED BYCOMM ^ 3 1/2" RADIUS 1/2" RADIUS iv 00 SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2.� ^^ iv 3/4" RADIUS a 1'-5a" � 1" 1" r� Cl) BUILT W/ STUCCO. = 1/2" RADIUS N EDGE OF 1" 4" VARIES - SIN 1'-0" 1" OPENING VARIES 0 22" VARIES M 12" VARIES "IN 1 1/2" RADIUS T 4" 3 ' 4" 4 42, 2„ 2 1/2" RADIUS 7 10 Nv c W� � VARIES 12 IN C7 32 11" 32 1" 1" 1" BASE CO CO '- ��N 3 ," ," 2 2 BASE ,z,-- 1„ „ 4„ 4„ 1, 8„ i1 " mar N f 4 1„ "NOTE: VARIES 8" 2„ 3„ FOAM TO BE USED ONLY WHEN V/ REQUIRED BY 1'-6" COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" OPENING VARIES 2 �N 1" 1' 4" 1" r� 2„ 2„ BUILT W/ STUCCO. ki 2a EDGE OF OPENING 6 ' ' 0 1-1/2" THICK 1-1/2" THICK 4„ 10„ c� - 2It 10" 6" � N a' � _ N4"� 81 IN M 31, 4 2 N 6„ 2" 2„ N w w = ^C' > > 3z" 1-1/2" THICK 1" 2a "I� 2'-4" 7„ 4„ I 521" V-51152 1 5 4u 00 IN 1,-4 3 " - (D a 1" 4 1- 2 VARIES VARIES 1„ 2 U)LU WON VARIES VARIES 4" 8" 00 r_________ I ao 1 a Q�ry ,. � 6" 4" (V CV KEYSTONE F11 CD-- OPTIONAL KEYSTONE F11 OPTIONAL � i �s � 1, „ 2 4a1 � � R4Q' 3 ' 3 4 "2' - °' 2 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" " - --- - - — NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14„ 1'-6a" 14, 12" 11 1 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 54 T-8" 7" iv 1„ 4" T-0" 4" 10" 1'-4" 101, 0 iv 00 N D; N 1„ o CV 00 O Z I • MM Z„ 1" GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM v • POLYCOAT (HARD COAT) / I • ACRYLIC SAND FINISH ,i i L 'u _ �v7 IUD L` U � Z o _ Z NCD Z Q d Ln U 0 � cn w •O W 66 rr ^ F-- C) v ! 22 U o 0 m LU 3 U . ~ 4) Cell /6 :v cc'.)_ O o C-4 `� LL0 U Q ,a in fl. o rno �v N �O •w JU 6 Z F CC) 4. (7 C W t d 'L W V Z O acorn 0 36 o o0C N M ET m m Z a rn - ¢ i LL40 W Nair oG Q WWW.FDSENG.COM ❑ C� CV 00 CV O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz Co ce G za f� w¢W.x r-z�0 zuj U �wz J Ouzo F— W U rwpLL N F u i p zz L f z Z C N 0. I- � o z O U = �/ L0 LU µoµ11 0 0 rYr' f— �..� I op �* Cr_1 � N z WQ� °i o 1 9.,., z W Q V .. I Z Q z 8 ~z ¢ a z r-1 z ZS 0 O o� z g i z f —1 a 1 cn 1 o SCALE : AS NOTED DATE : 4/12/2019 TECH: JBERCHAL VERSION NO. 5ml SHEET NO. Fill r b E a E 0 Cr M ELECTRICAL SPECIFICATION 200A INDOOR PANEL CENTER NOTES: 10 #14 copper to lights & outlets NEMA 1 #12 copper to 20 amp ckts ELECTRICAL CONTRACTOR 200 AMP 10 If 10-2 copper to WH MUST VERIFY WITH THE #10-3 copper to Dryer SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MAIN T O 2/0 or 4/0 SER Alu 200 amp 150 amp ' I I I POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground �#4ROUNDING BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND ' 250.52 OF THE 2014 NEC. ---------------------------------------------- GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station cc alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �DwP WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET 0 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 6. 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kP PUSH BUTTON SWITCH (OPTIONAL) I0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT DJ ELECTRIC METER WWI_ ELECTRIC PANEL DISCONNECT SWITCH 0 �� ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VERIFY METER LOCATION WITH MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=1'-0" u v Z M — o Z Z d E3 Z C: ^u^i'' c� Q) cn W �o �V OW ~ 2 M U 2 or- CoN W EO U 0 Cl) C m M N 'O coN c Vj 3 n ¢0 u,gCD rnQ d _ N z ; zm au U) Z z° J °Q C ...1 lL '� O (� (i (n LN V Q .- z Z O 'orn� 3 Z 0 N10Or— m°m LL Z c" Q 44 W N Q r+NJ C 0 oU o WWW.FDSENG.COM rn 0 fV w (V co 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z tt0 3l7i Z f� :ZWa cr Q �ZO(g00 J Z'V�Z CL 1=52 O!w Q��� C) L 0 W �Q W Z W UU = `� Ln J ILL LL'99 ooz FO fps o J O g U 4O: J N ¢Lr) ZQ= do Z �Ir� W J L -) rl LU Q lJ.l Z R Z 1,O Z Z8 CIOZ g = Z ° U) o SCALE : AS NOTED DATE : 4/12/2019 TECH: JBERCHAL VERSION NO. 5ol SHEET NO. 4.0 _ I_ ' 14 1 I 11 11 t q 11 -- - I I - -- 11 _ 1! m ELECTRICAL SPECIFICATION 200A INDOOR PANEL CENTER NOTES: 10 g14 copper to lights & outlets NEMA 1 g 12 copper to 20 amp ckts ELECTRICAL CONTRACTOR Zee AMP 10 g 10-2 copper to WH MUST VERIFY WITH THE 10 g 10.3 copper to Dryer SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MAIN 2/0 or 4/0 SER Alu 200 amp 150 amp IT I I POWER CO. FEED I INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE j TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqF DUPLEX OUTLET ABOVE COUNTER �@wP WEATHERPROOF DUPLEX OUTLET 0GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR k& 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH '4 � FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION o ELECTRIC DOOR OPERATOR (OPTIONAL) a CH CHIMES (OPTIONAL) N l� PUSH BUTTON SWITCH (OPTIONAL) a E PUSH BUTTON SWITCH - DOOR BELL t° SD SMOKE DETECTOR E = CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) LZ o USB TELEPHONE/USB (OPTIONAL) E 1 ® TELEVISION (OPTIONAL) U ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. U N T O THERMOSTAT a I ELECTRIC METER owl ELECTRIC PANEL rn 85 DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN l� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEPT. FC� ---- I I L _ I I I I I I I I I I I UPPER ELECTRICAL PLAN SCALE: %4"=1'-0" nn,n Z M — o Z Z Q t1 C!) U W � a..� w �o Ow can ra U o 0 m N w r— NMcn C N `L 00 0 v N 0 N •O co N M m 00 z W U)Lu N M �/ u' O � � CLUWvece, a a t Z-ocno't t7 U) o LZ L m UMZ .4 MM W A4 A O ` U O WWW.FDSENG.COM O El 0 N 00 (V 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o �o za f� Z Lu zoo Zw� �oZZ J Lu 0. Q.2'o m ""'© L _U �• tLIL gN O i 2 W tY �1 �o a W O U O J 80o toYP o V— Z �5 d w 0 W CL � C N ¢ Z<z;� Z '""I Lr) LU 8, J LJJ Q W 2:~ Z ¢ z ¢ H $Z rl 10 Z < Z8 Cal Z = J ¢Z a U0 o SCALE : AS NOTED DATE : 4/12/2019 TECH: JBERCHAL VERSION NO. 5ol SHEET NO. 4.1 __L ' I I 1 ■ _ _ II 11 _1 1'-0" O a E 0 ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. INof SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1533 1472 210 736 53 368 411.0 276.0 (Zone 2) 1 135.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN. SCALE: Y4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Spedfications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. C li 11 �`- _��`✓' � Z —o Z to Z Q (1)C'3 +-J w (a C) *U — Ow U o� Co N t— E k+ 8 rn CO cu C .-0 M di U N O L"00 co ono �¢ o N ,O � h N E 00 Z :2 W �^N, z i` j c U) N�o � w Illu N .� d m `o > ._ &� a z W 0 vN� Z ��$� • w.w}j�.t:�S• • G.CUf1 O c• :� C Y z .S^ 4 ref ��1 A`, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o w� z�a f< Lu Y it uz00 Z Z �Ow °do_ co O�LLo U W Z / i Z a O Q -' f U Lr + w' / Q_ 1 LL L 0opz 0 QYr t8- 0 uo�� N �Lw < �oceo J rl W Q W 2: Z ¢ � R <g rl V- z t 6S m O ' : W <w Ck o SCALE : AS NOTED DATE : 4/12/2019 TECH: JBERCHAL VERSION No. 5ol SHEET NO. 5.0 I _ _ I I I II I _L1' ''_'I I I I III !! II i II'' I I I II i■ 11 I I I I 1_ � d I! 11 I P c c rn N a E 43'-0" TYP @ 2 STORY J S6 H.B. I ■I ■ ■ ■ ■ ■ ■ ■ . . . . . . .I . . . . . . . . . . . ..... . . . . . . . — (V I q 2 STORY CC (2) #5 REBAR 1 `D S3 I VERTICALS w/ in I b 1 FILLED CELL ■• I r 1 1 a 1 .� r 71 Q �0,-0" o� v r a L Jo 3 I I I I Mr��llZ J M J�-----------� 14„ I S3 OP IF I _�� r — — — N 4'-11" 0'-6" ■'I 1 II I +CJ I I It------ —_ — I I CJ I o y STEPS AS I4'-0" J �ITZCHE SLAND I SLOB iDo U') I I CHASE I REQUIRED PER LOW WALLS FIELD TO CONDITIONS I : ISLAND I 3-1/2" MIN 3000 PSI CONC. PROVIDE 1 y2" SLAB FOR NANDO 1 L I RECESS FOR COUNTY ONLY S3 TO 3-1/2" MIN 2500 PSI CONC in I MASON'S SLOPE SLAB OVER 6 MIL 2 STORY 1 1/2" FOR WIDTH VISQUEEN VAPOR 1 1 , BUILDER TO PROVIDE BARRIER `- APPLIANCE PROTECTION CC (2) #5 REBAR 03 _ WHEN REQUIRED PER FBC S3 VERTICALS w/ in 1 (2) #5S N I 1 FILLED CELL CN TYP @2STORY L--------- — -- --- :■ S6 I PROVIDE /2' x 9" -3 1/2" 2'-6" x 2'-6" x 1'-0" RECESS FOR FRT. DOOR SLOPE W/ (3) #5'S E.W. ■ : I O _p TOP OF CONC./ PAVER TO BE 4" L o BELOW FIN. FLR. S3 r 1 I I 1 (2) #5'S M 1 � STUB U .. ....:::::: 1 12ND I FLOO FOR A/C I ; N G / � S3 I — n I CJ CJ 2'-s" x 2'-6" x 1'-0" W/ (3) #5'S E.W. CDb� o // / — a r— o ;—�/�� I 19'11 I 5'-41s"L Jr } INDICATES FILLED CELL w/ 3000 / / PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY ■ . I 1 I ::: ; :: ; : L 1 BEAM W/ (1) #5 REBAR VERT I _ ABOVE SLAB TYP @ ALL PLACES N ,l I SHOWN HOOKED FTG. DOWELS 5" o0 EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" HVAC CHASE ■ ������ BASED ON I L —�0-0' I J 0 0 1 LOCATION 5'4" .. 16'-3" S6 --- ■................ ..... ......... .......... ........... ..... i............... .....i....■ H.B.+ TYP @2 J STORY S6 541 2'-2Q" 1 2'-1 FOUNDATION PLAN. SCALE: ..=,,-o. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN —T LLt w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS :: •' �_ REINF. SEE FND. FOR QUANTITY ,�, " : ;�: ", :,•� ;r #5 X 25" X 25" CORNER , , '• BAR ONE FOR EA. ' ' HORIZ. REBAR, TYP. ' U.N.O. **Alternate: _ - ------------- The reinf. bars shall be •. cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" Z 0. � ZE3 Z Q CZ C (DOU 4--J Lu 0 Ow c IS� o C) .2 CDCo N W jf— a) M CMM Q O N o N o 0 Q M S.:S Q d A 1 B D. _ o iu/P N .D z° U) IM W ui Q v . `n_9 0 �� a W V 10Z 0 - ¢ 00 E m m � � O wvCw.gnsENc. � .� CM .tip`' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 i � fa wz 0 z rsZ0° JzwZx �OZz CL � g � to w O FLo zz L Q f z 5 E C3 �� N 0 O 9f Lr) z 0 000 ales o a N � E� 0 N Qa Q ZW ,g � Z J W <W,t Q Q z Rz� Sp uj a a z rl T-4 �* z t � � 8 Cal' O � o,-+ z g w = �Z. a cn s SCALE : AS NOTED DATE : 4/12/2019 TECH: JBERCHAL VERSION N0. 5ol SHEET NO. 6.0 b C a N 0 a E E N CV U W m UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 112" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH.118 10dxl-1/2 HTT4 2715 5/8" ANCH. 12010dx1.112 J HTT5 4350 3740 5l8" ANCH. 126 10dxl-112" HTT5 3225 5/8" ANCH. /(28)10dxl-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8 -10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d 645 555 12-1 Old 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 LISP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (B) (B) (A) (+ 1 OR ;PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH + THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED 4CARRIER L� FOR HIP PLANING TRUSSES. R1 jl/�R2P N STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS (A)INTERSECTIONS. SPLICING TO BE STAGGERED BETWEENCOMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NU I E: bEE SHEE I U-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) ) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ 4 16d NAILS @ EA. TRUSS V ��d�I 2x BLOCKING W/(2) -12d NAILS @ EA. END OILSEE PLAN TRUSS BRIG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING (FC03 CANT. FLOOR TRUSS CONN" SCALE: 3/4" = V-0" MAIN FRAMING PLAN. h, I ;✓ �J L_ U � zM — o Z N z� Q CL U) z V) UI cr0 i--+ L-U O w DN E U o0 m N LU t� 0:)M co N M CO = 9u? 4�ij O_ON `i o U '5 nz Q CDLO8-v U) M Q o B D. �e'° ` •JIP 't _ N o M # zo Z ���m�z u'"u. Z J 69 O LU LU w 3 acorn Z O Y . Q.Y. W,WW FD-S.XGC0M i - ✓ LJ � !� N !� Z N / To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda Building Code - Residenfial 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z �s w 0 z d f F w48 Z Uz00 0aCex Q J �=zz CL �g�w J 0 O� o LL Z U W N m�a L � zZ >O > Q rr fZ C)� e.1 Z Z Q ILL. 4 N O V O J W Q V ' r/ �' I ILL. � O O ZO Q Y J N 0 V r / O r;O�a pcp— N °C z--wI <auce 80�0 z Z O* r-I a 2 � U.j J Lfi ri LU Q ti_i z ` � Z o u Q ul IS z Paz �, z S W t J Ln V) o SCALE: AS NOTED DATE : 4/12/2019 TECH: JBERCHAL VERSION NO. 5ol SHEET NO. 7.0 rco z a• � N N f iLOCKING lY UPLIFT CONNECTION CROSS-REFERENCE 4/1�/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH.118 10dxl-1/2 HTT4 2715 5/8" ANCH. ! 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. l 26 11 HTT5 3225 5/8" ANCH, i(28)11 K HD B * 3130 30505/8"DIA. BOLTS TDX2-TZ 2345 — 12 - 5/8" DIA. BOLTS L * 4505 3785518" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 1 SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d 645 555 12-1 Od X 1 /2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS �z6n. +) (B) B) (A) (+ 1 OR 2 PLY 21 CARRIER I 1 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+!- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 PLY �A) INTERSECTIONS. SPLICING OR LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN PV Li L U Z � — o ff;l Z Q a Z U) V) CD ClCO C 4--J w (13 c) *V — Ow _ U o� CO N _ E CCD rti "00 Q rn in 'a` o u,8v X Q d N �O N •w �N z �z ��.. LU z Z W � m m —, g u. �. in o ua W a rn R W a c Zum CL -` WWWjDSNG.CQM < ' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com €ozz 3Q Zz Q Q S fF z W<Wx rzao Qin J U. z 00 (� V Zm 00 O yA�N Z L rzoz Q f z Cut z z O Q U T i. LL O CO 0 ■/�� O NN O L 7 O Ug oZ N ¢ gw a moo Z Z ON O � o f � �aKi, W J ui rl Uj W Z =<zo $ o �D Z z S 0 m 0 _ SCALE : AS NOTED DATE : 4/12/2019 TECH: JBERCHAL VERSION NO. 5ol SHEET NO. 7.1 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of (Intel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" 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 ]inlets installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load Safe vertical load Safe horizontal load _<1 .0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTrS I MIW'WM 8RF14-1E1/1T 8RF14-0B/1T 16-013/1T 8F16-11311T 8F20-0B/1T FORM & GROUT SOLID J J 9 LU 0 �_#5 BAR CONT. 8F12-1B/1T (V) Y' LINTEL DETAIL SCALE = N.T.S. ME Cm WE ME ai iiiiii Ing ilti! F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY D W ltwi& B/1T o tNOMINA QUANTITY OF C71 WIDTH #5 REBAR AT TOP NOMINAL- 0 HEIGHT REBAR IN. AT TOP (1) REG-D CLEAR ALTERNATE POWERS STEEL LINTEL O 4 #5 REBAR AT TOP v —GROUT MIN. (1) REaD_ Q 1-112" CLEAR 4 <1 L. Ln \—C.M.U. A --#5 REBAR AT 0 (n - UJ 0 BOTTOM OF , a- 10 Lu u) LINTEL CAVITY LL) -BOTTOM REINFORCING PROVIDED IN LINTEL X, d 0 X4 0 crMZ _J Ci LIU 0 Z . > D#5 < . - a 3: �� L ,- � LIU 0 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL NOMINAL WIDTH (VARIES) (D X a MATERIALS C) 1. IT preca tels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f9 = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A51 0. 8. Mortar per ASTM C270 type I or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS ISE APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR LO APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) r- LO C14 aci o C) J rn 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD tR ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4" TITENS o OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) E STRAPS EACH SIDE) E 2x8 #2 SYP P.T. BASE PLATE o W1 Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1 - Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth- One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemenbbuos coating. See contractor specifications LICTURAL SHEATHING ACHED PER NAILING IEDULE E PLAN VALL '4OCKOUT COURSE 1) #5 CONT. PLAN FOR FILLED CELL CING 6:1 WALL SPLICE DETAIL cn SCALE: 1" = 1'-0" 4A (A) 5-8" LL LINTEL PLAN SCALE: )/4"=1'-0" 1 7 L L (D tp ce) `� z LU 0 L.IJ IT 0f ZD E S U) C') Cn r_ M Cl) C') rh;lo 0 04 _r_ u_ 00 C) -00 or LC)2L 747, < AI N-C B D C 10 Rd :2 05 LU LU :E; o = Z cc um www.FDSE!'EOM 23 F 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 Gth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z fa zgx _UO 5 Z 'u !T, a Z Lu OD W O V) Z < > Lf Z Z �Z Z Z< 0 < U Ln _J OOZ 1-, 14 P e,;5 Ln0 u "f < r4 rI`-4 < < LIU: Z 2 Z LU di Z- 8 rl 2: < < Z Sao g R rl ,--q Z < 8 Zn 0 0 Ck Z :5 =( 'A < Z uJ SCALE AS NOTED DATE 4/12/2019 TECH: JBERCHAL VERSION No. 5 o l SHEET NO. 8.0 1 -1 '1 il 111- 1111 111LIL - I - ___ I I __ - . C14 r- Fn LO C14 r.0 F! E 0 �n 9 M M 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-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 I R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2, 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. SPECIFICATIONS 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91 -05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN', BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRII-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 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: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1-10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W10 LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE 'C", IMPORTANCE FACTOR "I"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DIL + FLOOR LL + WIL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2- C-I-P CONCRETE NOT EXPOSED: 1 Y2. GROUT FILLED MASONRY: Y4 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETETYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6"AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 31/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS 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 SPIF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSIfTPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 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 A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH 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 = 0.14F, 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 EMBEDDEDXBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 'J' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb= 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05, 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LI NE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) 5F_ THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s grinkler systems includin iall risers and spray hea s shall not be installed wi hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra etc., shall be made with permanent metal or plastic forms. Permanent forms must Ees, 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 dilubon. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C,7ncrete oyerpog and mortar along the foundation perimeter must be removed be ore extenor so] treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department b a licensed pest control company before a certificate of occupancy will be issued. T�e certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services�'. 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-10" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "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 5-0" 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. TYPE: 5B GARAGE DOORS (V = 140 MPH) 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" 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 3/8". 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. W J� J C) Ln CD W C/'> 4--J Lu C) 0 LU E 0 2 Cl) .2 CO CN LU 0 ce) C', C') (14 CD. C) r- LL 00 15 -00 0 cc FZ1 -& < 0 M (0 8 LO a7t 6 A a D.� C B A CD, C-1 00 U A cr-, _j 0 C, ;I_ Z LU LU EL Z 0 -Og a, g cc LL is U) :e tg " 5 'n A .0 -)*W D$ELN4-.C-0-M- r X44 , < \0 F E'Z� 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z 0 Lu Z < 0 L) Z LU a j =� Z 0!� Z Lu _j U) LU Z Z > 0 X Z Z < 0 CE: U F- Z0 Lr) P r*4 Ln cr_ F- WU 0 < Z u-, < wo Z 2 LU Lr) UJI < < Lu 'Z Uj Z W Z <<2 � 6 0 Z :5 LU :j < rn V__1 0. U0 S AS NOTED -SCALE DATE 4/12/2019 TECH: 3BERCHAL VERSION NO 5ml SHEET NO. SIN UJ _J M < 0 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINF . . . . . . . . . ... . . . . . . . . . . . . . . .. . + + + 9 . . . . . . . . . . . . . . + + . . . . . . . . . . . Zo . . . . . . . . . . . . . . . + + . . . . . . . +\ . . . . . . . . . . . . . . . . + + + 4 + + + ._011 (TYP.) 6'-0" +/ 6-4- + 4 + + + + + + . . . . + + 4 + + + + + + + 4 . . . . + + + + F + + 4 + + + + + +++++ + ++ + + + + + + ++++ ++++ ++++++++++ 4- 4 + + + + + + + + + + + + + + + + + + + + + + + + + + 1\+ + + + + + 1 4- -4- + UJ 15/32"CDX PLYWOOD OR 7/16" OSI3 '--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 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 0 BCI Joist Backer Block Thickness Filler Block Thickness Series 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 902.0 2 x — lumber Double 2 x — lumber FILL CELL—\ STD. 90' HOOK BOND BEAM C uJ Ir 77�s_ < CONT. #5 CONT. #5 > STD. 900 BAR HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D ,,�PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGfTJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION "I NT. BRG. WALL DOUBLE JOIST CONSTRUCTION (U—) N.T.S. (Not required if both loaded equally from above) Filler blocking 1/8" min. Small gap 2" min. 2" max. 4" max. 1/8" gap Web Stiffener Fastener Schedule 1 Joist Bearinq Location S De End Intermediate Serie pth 9-1/21, 2-8d 2-8d BCI 5000sP_� 11-7/8" 2-8d 3-8d Clinch na 2 1�V --- 2-8d _5_-8d__ ils --�` // i ____ ____ __ 9-1/2" 2-8d -8d when 1 BC16000s 11 -7/8" 2-8d 3-8d possible BCI 6500 14" 2-8d 5-8d SO�LL -- - ­­ 16" 2-8d 6-8d �11_214'1 8d 3-8d 1) Support back of web during nailing to prevent damage to web -flange connecton. BCI 60so 14" 1 2-8d 5---8d- 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11 -7/8" 3-16d, 3-16d 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. 1 BCI 90SO L 14.----5-16d_L__ 5 16d 4" m : required when indicated or . 16 6-16d 6 16d 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and *Non -stacking walls w wall or beam below.* require additional consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 101-011 at bearing. M r- L CORNER OF C14 HOME GARAGE SIDE I C'4 (D E M .1 1 L H C G 000 U) < 51-011 STUB -OUT FOR C:) GAS METER 0 0 0 C14 MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'41 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16f.5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1 (2) 16d TOENAILS 2" X 6" @ 24- O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11 1-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 1514" 1 (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glularn Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I 1­ 4 nAl --:I- C11 Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST D DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) (see table below) D (see table below) . BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pff max. along bearing wall Required on interior walls for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset " Use 1 0dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. t 0—L-0 El 1% 1 6"7 6" 1:51: UU I ANY WHERE IN CANTILEVER LARGER THAN 1Y2" A %" ROUND HOLE MAY -DO NOT CUT HOLES THE WEB. PROVIDE AT 71 e-ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 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. 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 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE KNOCKOUT HOLES TURNED WITHER 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. UP OR DOWN, 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger SIMPSC w/ (22) NAILS I 5/81 THRU BOLT SIMPS( w/ (22) - NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 10d nails. Install tight to top flange. SLEEVE THRU STEM 'I '>< SEE PLAN FOR FOUNDATION INFO 4 E -OR �7 � 4FO STEM FOUNDATION Nail with Filler block. 10-10d nails. Backer bloc I k required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount' "Face Mount" Backer block shall be tight Backer block shall be 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. Web stiffeners are not required when 'op required if hanger flange is laterally supported by joist hanger doesn't meet height eb stiff ner as requirements p re, c e /rd he re, 0. T_ 0.6 X Joist depth D I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN (2) #5 REBAR '��—NC 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 (WHEN SIMPSON H10A A 110 1/7 REQUIRED) wl (18) 1 Od x 1 1/2" NAILS # UPLIFT = 1015# TYPICAL SIMPSON H 1 OA INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE: PENETRATION 12" BELOW GRADE .4 4' A. 4. PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & R�ILF.� PIPE VERTICAL THRU FND. TOP (2) #5's X 4' 0" PENETRATION—\ CENETERED @ PI�E A PVC OR SCH40 SLEEVE r- PLUMBING LINE A/ 0. 'A q A \A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE Fl- 4 N;9 [41 44. 4 . 4 AV tA . A A A SEE FND. PLN. SIZE & REINF. W CD CID 93 < 0 C_/3 4--J LU (10 C� U — 0 LU ('n r- E 0� I­ 0`1 67 E I �,24 " M.M. R 8 a i 1 M ce) 0) r- Co C', 0'a (714 -2 C�. = U_ co, .00 < 0 CD C) Lo 73*- 6 A 1 N H D 4F� 0 7, - U) r1l, r-- 6 Le Rd rJ 0 U, 44 11� B — 4i Cp 43 -z -F z 0 -0&5; - 10 /0 Ile 43 a'AffiK& J;, X M l It ,u 9�1 To the best of the Engineers knowledge, information and bellef, the structural plans and specifications contained within these' drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beating Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com IS 0 z 0 z g z < z g o: of 0 z 0 z a Lzu Z U, Co a 8 �E L_ W LLJ I:X Z§ > > F- z z a 2: a) z < 0 U W Ln 0 2E 0 0 M 186 Ln C-4 < za 0 �2 U<1 2: U- z z LLJ _J Ln di L:j U, < < < z 0 z kD IT Z U Ln 1<2 z 0 co 0 Cn z :5 U.J rn :J z < LU 1­1 SCALE AS NOTED DATE 4/12/2019 TECH: IBERCHAL VERSION NO 5al SHEET NO. SIN 1 I __ I I - __ I - I I I - i - - I I I - __j I j -i I I ,, , , I il - 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE - (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. !� 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" OIC & c� @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE 11 (#30) kz) fta I.,Ulml - Uri j 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 L__11 . A , , . , (2) LAYERS TYPE I OR TYPE 11 1 (#15 OR #30) UNDERLAYMENT --I FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. t> I wi� REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24' O.C. U.N.O. I_=.I - LIE, 4�1 F li 12 HURRICANE ANCHOR @ EACH ZTYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ TY P 7 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF WALL W/OUT UPLIFT rG G 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-10" �3 LN2 SN1 ELEV. VARIESAt_� FOR ADDITIONAL SLAB % � INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA 12" N.\O 2x SUB FASCIA ABOVE) W/DRYWALL '\--SEE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"&'X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTA NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR oo ------ARCHITECTURAL PIMIQ14 1 x2 PT WD FURRING @ 24"O.C. (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD­'�- CELLS(SEE U.N.O. Z FOUNDATION PLAN C14 FOR LOCATIONS) CD 1x4 P.T. BASE NAILER 7FI_= 4"x4" INSPECTION -41 3 1/4" BASEBOARD:: PORT AT EACH LO FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a, /--NOTE:EXTEND WlAXW1.4 WWF OR DECO FINISH 4" to 6" LO r- "FIBERMESH" BELOW GRADE LO C'4 a ER 00 go 6 MIL VAPOR 7 9 BARRIER COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) T' MIN. CLR. rk� (2) #5 REBAR CONT. ON 3"CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 1 4' 1 V-8"(2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-13" �3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GGIS3) *SIMPSON SP1 w/ (10) 1 Od NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STU S @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR X8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"' x 10" "J" BOLT @ 24" O.C. Wl - 2­x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x`12" TITEN HD @ 24" O.C. OIL OR 5/8"x10'WEDGE ANCHOR @ 24" A. F. F, O.C.) 211- r3 1/2" MIN. z ELEV. 4-31/2%d�, 00 7P7 I I TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH - BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS (U.N.O.) (OR Y8" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 1 Od NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. Wit HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) FOR WALL HGT. > 8'4'. (ALT: 1/2"xl 2" TITEN H D @ 24" O.C. OR 5/8"xlO'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS L 3 1/2" MIN. 1/2"(min.)- 4" (2) #5 CONT. --/ j 4`1 "� 1'4' 8" U.N.O. MIN. TYPICAL BEARING WALL (@ STEP 0 SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-13" -7 7�`r TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. ---(1) ROW 2x BLOCKING @ MID HGT. FOR WALL.HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". ---4NSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE /6x6Wl.4xWl.4 WWF OR FIBERMESH T= 00 3 1/2"(min.). - 4 (2)#5CONT. 4 U.N.O. MIN. TYPICAL BEARING WALL @ STEP 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C 'OT, o �N\�bos '1� INSULATION PER FBC AND ENERGY 8" C M U ' FORM SUBMITTED WITH PERMIT Pr 1 T'S' "x P. . TU D (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"4" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN, 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR N 2X PT PLATE 20" MIN. LAP [24- MIN. LAP] #5 REINFORCING C14 SPACED EVENLY FIBERMESH I WEEP SCREED INSTALLED ------ BAR P.T. PLATE ,,-2x ASSUMED FINISHED Ci I PER MFR INSTRUCTIONS N"-#3 OR #4 REINFORCING BAR GRADE E #3 & #4 LAP SPLICE GRADE 40 MIN. F7y=0 4 ksi j 1:AR FINISH GRADE 25- MIN. LAP [30' MIN. LAP] Y_ 60ksj] [GRADE 60 MIN. Fy- 60ksi] I> 00 6 MIL VA P 0 R R R 71ETF4�VT 50 R 17/8" . . . . . . . ----#5 :> z REINFORCING BAR z C14 #5 LAP SPLICE C14 I lit 36 MIN. LAP [36" MIN. LAP] 1 11-1-1 -fl, I - Cl Cl I r_U 1 U Ff=] I I- I I R-1 - I , I D1557) 95% MODIFIED PROCTOR ASTM T -1t &IM 1 '1 1 4" V-4" ... Ll r�-F, LIIE,�I I F- ma I a 11-11 FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING QPP -rVD IAIAI I Qf=rTIOM i:op Ann1Tlr)MA1 SCALE: 3/4"=1*4' SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0" SLAB INFORMATION. \11ff 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"-, 4 A 4 A GRADE ;0 U TU_ F--= I (1) #5 REBAR w/ OPT. 1�-Wl WM-1 =1 fflg fil 1- F-1 ['Ril 1 -IFSC R EE N E N C LOS U R E MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" � S3 9- OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND E EXPANSION JOINT 0 PAVERS / DRIVEWAY CONCRETE SLAB 14" 13" O.H.D. RECESS O.H.D. R PA VERS� ECESS A A L 12 0 4. 0? - j4T 4" CL SEE A/S3 OR JIS6 SEE AJ/S3 OR J/S6 x''fl_Twi F, FOR REINF. INFO. MIN. CLEARANCE FOR REINF. INFO. MIN. CLEARANCE C:o C'4 1'�" (1 STOR") V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) 1 'L8" (2 STOR) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S 3 E5 M ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. D SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 21 HOLD GYP. BD. 1/2" FROM SLAB 010.. CONT. BEAD SEALM INTERIOR 4 4 -j -31/2' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ;0 F­ 7_77 I 6 MIL VAPOR BARRIER 14"14-1 INTERIOR WALL SLAB STEP NON-BRG . (�K SCALE: 3/4"=1'-0" ��S 3 10" #6 REINFORCING BAR #5 STD. 90 HCJO NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM < I AT END OF 2" x PLATE UJ 0 1 . LJ IL Q_ R- W LU SCALE: 3/4"=V-0" t1/2 " f(mi n.) - �4" b CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-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 2600#) .-:� E 6 x 6 W1.4 x W1.4 C%j WWF OR FIBERMESH (2) #5 CONT.--f I ON 3" CHAIRS (TYP.) 1'.4" 8' -#6-MF_r_SFME_ I T rIUAL [IN I tKIUK btAhINU REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. SCALE: 3/4"=V-10" VARIES SEE 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.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD x FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO 4 SEE PLAN FOR x & LAYOUT DESIGN TOP OF BEAM A SEE ROOF PLAN 4 A 00 PM (2) HTS20 FOR STRUCTURAL 41 BEAM SIZE & .,d CONNECTION INFO TU . . A .. *14 /-2x4 P.T. PLATE O.S.B. COLUMN LOCATION, 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" U) z 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 LU SCHEDULE cr SEE TYP. WALL SECTION FOR ADDITIONAL 6x6 P.T. #2 SYP SLAB INFORMATION. LU LU LU ABU66 SLAB STEP & RECESS (@ S.G.D. M SCALE: 3/4"=V-0" S3 _2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3"TAPCONS AT 8"O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING GYPSUM WALLBOARD U.N.O. 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS = z 00 GRADE Ec FILLED SOLID (SEE PLAN FOR �­T 6 x 6 W1.4 x W1.4 �z SIZE AND REINFORCEMENT) LU =71 I 0 _j �7FFI 1=1 1-1 � 1=1 40 WWF OR FIBE IMESH Cl) Z LU P: UJ Q_ LU BRICK PAVERS or SLAB PER LU '4 0. z 0 Uj U) 00 i All EIKI M1 0 COMMUNITY SPECS U_ f sh SEE FOUNDATION CONC. PAD INFO. TAPERED COLUMN FRAMING rCD112� SCALE: 314- V-0* \�� 11�11�111911_1_ -1 Uj I I- I I F-I I I I 1=1 I I El I - I I 1=1 I 1=711 Ir=="�=­71=00TING =1 I I -I I FELF''I --I I 1=1 I I=, BEYOND PAD REINFORCEMENT-) 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL i( �N SCALE: N.T.S. �3_ U- -W -A (DVM 2�m C) C) CN In 0 Q) C-Y) 4--J _*8 D Lh L/) =E mv (a U 9. im r- 04 LU E 8 a) ,, c c') CCU -100 CC"? 04 0 0 C) C U_ co CO 0 < M CL C:, A 1 D. 1 8 D I lqr #A C", Lu C-, 9 L-�, zd U) 3 . I'- �� C9 Uj < o� LU 41 UWAU C 00. WWWF�NG.C�p z Z Rp, 01%\ To the best of the Engineers knowledge, information and belief, tructural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineei 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 Lu 7- < z 0. U) IL < C-e x 80 < 4 001W Z. F- LU ��M 0 LU Z Lu M (3) _j < z§ > zz z z cy- q: < oz$ V) 0 _0 F_ 0 z U Lr) <8 C) z p 0 IM, 10j Lr) 0 01= gg�', r4 LL z is < CC" z z ox� �&2!j LLI L0 di R�Z8 � < z �<_ Uj 0 W z t-u U) M 6 Z :5 LU z LU 0 x x 'I I -q 0. U0 0 1 SCALE AS NOTED DATE 4/12/2019 TECH: IBERCHAL VERSION NO 5ml SHEEr NO. S3 I I q I _j "I 'I. , I . , I , - - - - i - --- - I - (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND --(2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3- DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY 1. A I/ k A VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE 7 "MLL 10 1 114 IVI IIvIU I INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 1 / - _j 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES `\\�_2x BOTTOM PLATE W/(1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. �__PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D _2x BLOCKING @ MID POINT EVERY OTH H STUD W/ (3) 1 Od NAILS ER CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8"O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD CN 2x P.T. PLATE r- 'It M 5/8" x 10" "J" BOLT B 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ 1 H STD. 90A HOOK IN K.O. BLOCK LO r*- X) ,I KNEE WALL ABOVE MASONRY WALL DETAIL CL TO DRAIN EXTERIOR WALL CLEAN -OUT rA WALL SCALE: N.T.S. �4 7 5/8" 8" 7 5/81, 8" 7 5/81, 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED _v-� ULL OXOX I U DLU%,lN SIM SONSP2w/(12)10d NAII AT EACH STUD DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. A (2) 2X4 PT STUDS UNDER HIP 1 ST COARSE 2ND COARSE 3RD COARSE 1 r%U00 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11 - DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. SIMPSON HETA20 W/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) W1 MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN TYPICAL SECTION THRU WINDOW � �B MASONRY LAYOUT (2)1 SCALE: N.T.S. 1\ �4 MOISTURE BARRIER 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. �/ AND FILLED W/ GROUT ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK-OUT),,5 NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 FOR CONCRETE PLACEMENT 7 4 R A H 9 4 4 � t � � 4 — 8" STD. 9(f HOOK 8" /LINTEL BEAM W/(1) #5 CONT. IN OPENINGS GREATER THAN 6-0- WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION Il T NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION 7:.. PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) �DOOF PROPERLY. TRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. S4 SCALE: N.T.S G S4 WIDTH OF OPENING VARIES . 4" --FORM CONCRETE INSET TO C-4 1 CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD—\ BLOCK WALL ABOVE, SCRAP MATERIAL --- \ LLJ 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS �2 1:1 (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY > MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END CL E MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) �_O_ MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL E K/S4 0 SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. 0 IN PLACE CONCRETE ca GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE 7, E2 GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK 2 0 2 SLOPE FORWARD CONNECTION ASSEMBLY t5 0 FOR DRAINAGE GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL rp SHED FORWARD THIS DRAWING. SCALE: N.T.S. PARTIAL INTERIOR ELEVATION T3 SCALE: N.T.S. lm`� 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SPEI FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM 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 FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P. J-BOLT TRACK BRACKET uwwn i vvn%.,r% W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK lI( �K SCALE: N.T.S. 1\,14� HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4- (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) 1 (3) 1 (2) (2) (1) LSTA30 9'-16' (3) 1 (4) 1 (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE F PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED 2 C 0 3' C @ 12" OIC FOR 2"xl 0" OR a GREATER HEADER (2 (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER a EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS * OPENING LARGER THAN 4 FT: (2) 2x SiLL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE "�2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIF7 WALL HEADER DETAIL rQ SCALE: N.T.S. 1\�, �4 GE SIMPSON SIMPSON a PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3- O.C. (14 SPLICE -7 NAILS TOTAL) EA. SIDE OF 4,9,, SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTON I SPLIC AT LEAST 4'-0" LONG. TYPICAL OVERSTUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. �4 F= 2240 LBS SIMPSON SIMPSON SP4 — SP2 h'. i _4 11: P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 �-NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S 1 FOR ADDITIONAL DETAILS SIMPSON - Spi SIMPSON RECESS SIMPSON SP4 LINTEL SP4 4 14, TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END Uj 0 ;2� < 2x TOP PLATE U) \�2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. SEE A/S3 FOR, ­� STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALI_r_j__� SCALE: N.T.S. � �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) HTT4 w/ (18) 1 Od NAILS (3610# SPF) 0 0 .;e, HTT5 w/ (26) 10d NAILS (4670# SPF) 0 a DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF) 0000 HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (2215# SPF) 0 0 HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (3285# SPF) HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (4065# SPF) HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (56659 SPF) HDU1 1-SDS2.5 wl (30) 1/4" x 2 1/2" SDS (6865# SPF) 9 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT * FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT e FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT * FOR HDU1 1 USE 1 " DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT HDU TENSION TIE rN SCALE:NTS ��4� SIMPSON SP4 �_2X TOP PLATE OVERLAPPING ROOFTRUSSABOVE /_ 2X BLOCKING INTO 1 Od NAILS @ 6" (2) 16d TOE NAILS TRANSOM STAGGERED EA. BLOCKING FRAMING 2X8 WALL ABOVE ENTRY SIMPSON 7 Spi K.O. BLOCK W/(1) SI SIMPSON- J-BOLTS @ 24" O.C. #5 CONT. & SP4 SP4 VMAX FILLED 5/8"X1 0" J-BOLTS _2X P.T. PLATE @ 2'-0" O.C. N-1 MASONRY WALL 2X8 P.T. BOTTOM P TE 10" "J" BOLT @ 24" O.C. MAX. C SIMPSON (MIN. (2) PER BOTTOM PLATE) C F F_ SP4 10d NAILS@ 4" 10d NAILS @ 6" O.C. A ',�STAGGERED STAGGERED AN M FRAMING PLYWOOD FASTENED TO TRUSSES BEYOND. -""'—WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING & 8" O/C FIELD L o SIMPSON SP4w/(6) 10dxl 12" Z, (USE SP6 FOR 2x6 WALL, USE o—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2 wl (12) 10d NAILS MASONRY-- I SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW o_!_5/8"X10"J-BOLTS@24"O.C. o MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. � S4 '0 L L 17 �j 1Z QD V U) V) (2) Q) C_/3 4-J LU 0 LU V) E C) C"I LU M C13 .a C14 0 0 C:) U_ co C) C_ — �r_ 0.� < 0 co U) CL C, Al I BID. .1 1.9.0 rs. C, I lc,.- LU mo L-1.1 ZC s a C-9 id LU 7g.. LU -E z 0 /z C�, LL C� r .0 Ij L; F - ' ' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beadng Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 08 z < - SO U 0 8 Uzj Fgx� 0 10 0 0 I8�� @ uj > z 0 U 11.-� U) 85 2� or— Lr) < RIC r-4 Ln Lu u, r*4 Lu ;it -, < Z Z ul 2 Uj LU Lij z uJ cc z z 0 ca 0 z LU < z 0- U0 SCALE AS NOTED DATE 4/12/2019 TECH: JBERCHAL VERSION No. 5al SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 10d x NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 112" AT EA Zx4" SEE STRUCTURAL NOTES 1 Od x 112" AT EA. 112" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) OUTLOOKER SHEATHING DETAIL OUTLOOKER SP6 FOR 2 6 WALL USE " S'MP' 10d x I @ 24" O.C. 7 OUTL( NAILING SCHEDULE FO OUTLOOKER R AND NAILING SCHEDULE nq 24" 0. C. T OPCHORDOR�— 11�_ SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING F FIRST FOUR ROWSOF 45* ± - TOP CORD BLOCKING 45 ± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ 1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2) 1 Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO S BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL@ RIDGEFASTENEDAT 1" BRACE TO EXTEND X4 K KERN SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 1" BRACE TO 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB @ 8'-0" O/C. @ 8,_O��O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ /r LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 1 Od I FROM LEDGER TO 7/16"OSB SHEATHING F,NAILS & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA.END @ 6" O.C. EDGES GYPSUM WALL BOARD I [��1/2" 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 CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 1 Od NAILS 6" 0. C. IN 1'0 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON T6P OF PANEL BLOCK WEEPSCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 74" P.T. SILL NOTCH 1" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED wl (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 0dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION rT� WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. � �5 SCALE: N.T.S. TITEN ON OUTSIDE SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR co M NOTES AND NAILING X-BRACING, AND TOP SCHEDULEFOR CHORD BLOCKING ;0 00 SHEATHING DETAIL INFORMATION It 2"x4" CROSS BRACE WOOD TRUSSES 00 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 2x4 PANEL BLOCKING ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2"x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2x4 BLOCKING @ 24" (D = 0,148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207', L = 4 1/2") OR EQUAL END TYP. TOP & O/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SIMPSON H10A w/ (18) x , SEE STRUCTURAL NOTES 1 Od x 1 12 AT EA. SP8 FOR 2x8 WALL) OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN9 ' DETAIL @ 24" O/C I-X 2x4 OUTLOOKER @ 24" TOPCORD '_1 O.C. (OPTIONAL - SEE 4" MAX. x 6 v BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 1 Od & (2) 1 Od RIDGE FASTENED AT mot L" BRACE T 0 EXTEND /-A'T TOE NAILS @ EA. END EACH JOINT W/ (2) LEAST 90% OF WEB 10d & (2) 10d TOE EE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END IQQ --GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING /_'1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d /-7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF IL —\ ATTACHED wl 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD 1"-4u',�(2)16d NAILS BOTTOM ATTACHED 48"� BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 1�2x BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPS6N HGA1 OKT w/ (4) 1/4"xl 1/2" 1 Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"xW ) 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C.. SIMPSON SP2 w/ (12) 1 Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION LL SECTION SCALE: N.T.S. �, �5 SCALE: N.T.S. �5 1 Od x 112" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C r TOPCORD x BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX.. EDGES OF SHEATHING TYP. _"L" BRACE TO EXTEND AT LEAST 90% OF WEB lo LENGTH (SEE TABLE) /-GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR 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 CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) EL-J (SPACE AS SHOWN FOR 3-PLY) I I _. ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PAN OF THE LAST LAMINATION BLOCKING, FASTEN WITH 172x4 BLOCKING W/ 1063" @ 4" O/C (2) 12d TOENAILS Ll . -,' �L'l V 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ 1q, COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF f ck: NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0 .0's TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. C'4 1`3 MINIMUM 2x CROSS BRACING LO (SEE PLAN FOR P_ LO C14 LOCATIONS) (2) 16d PER CD _v JOINT V4 gel I i 11 i CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 C' "I CROSS BRACING DETAIL SCALE: N.T.S. 2"X4" OUTLOOKER @ 24" O.C. W/ (2) 1 Od PER JOINT 10dx3" O/C @-/ TOENA 6" O/C 2"X4'-�') IL RUNNE W/ (2) 16dj TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLETRUSS 1" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) CD 6.9 MAX. E 12 -2 0 S5 \-CONT. 13"EARING 'G A11BLE END BRAC`ING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION M SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. �5 OVERLAP TRUSS BRACING 6" OVERLAP AT LEAST TWO TRUSS SPACES \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 1" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA 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) z W 0 BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C \\\\,-MOISTURE BARRIER : \ \--BOND BEAM MASONRY WALL 2x4 BLOCKING—.,-, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL ATTACHED W/ O.C. TYPICAL 10d NAILS @ 4- 1" BRACE GABLE TRUSS EB7)t DOUBLE "L" BRACING DETAIL SCALE: N.T.S. S5 2x4 BLOCKING @ 2x4'T'BLOCKING 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" 0. TYPICAL :W 4� GABLE TRUSS WEB SINGLE 1" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 481� O/C /-GABLE TRUSS TRUSS VERTICAL (2) 2"ff' 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACIE(7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. M NOTE: ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) "L" BRACE 2"X6" (U.N.O.) 1" BRACE 24" 0-0- - T-O" T-O" - 64' 6'-0" & GREATER SCISSOR GABLE (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1- BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 112"SDS SCREWS TO TRUSS& (4)1/4"x3"SDS SCREWS TO PLATES (TYP.) /--GABLE TRUSS DBL. TOP PLATE \�STUDS @ 16- O.C. CONT. 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. Cr W Ir CORNERJACK cr_ W z 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION U �j CD V 0 - C> C) (0 93 < --- j Ln CD C-1 I_u Ln t-n 0 CD� C14 I0 (D CO Im Co r_ M co _M -0 Cn .1 " 0 -r- a: co $ C__ 1 -5 - co 0 fz- ,r 0 C, N� a< 6 MD. .1 C B D C Nr 42 U) is C'� Lu -:2 L-� Z6 U) Uj CH -E ",St C,� lum I - -7;7,2, 0 .< WWFD��G.CJQ4 r,,,; ""0 C;�.60 _\0 C'.,\0 0110 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings complywith the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �5 OZ 0 zg z <x 2: < LU cr U400 U U Roe N, g j Wz 1z I 0. uj 0 Ce L_ ai zz !z 8 zz > z cy- < 143- qj 0 0 U 0 < Ln cr U— r.4 gZ, 00� Z z LU In 'E &C < � 0,� < z §0<Z8 Z 0 6 Z :5 LU V) 1z LU SCALE AS �OTED' DATE 4/12/2019 TECH: JBIERCHAL VERSION No. 5ol SHEET NO. S5 I 1 1 1 1 111 101 11 1 11 Ll (D a, (D PI) �q_ C=) C14 �2 �2 LO r- Ln CN :2 7N :51, E 0 In I C" C_> M L (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. DERLAYMENT REQUIREMENTS SEE R905.1 I FOR LIN - SHINGLE ROOF SHINGLE ROOF INSULATIONL---- 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN I I ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH 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 -1 PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 2K FOR MORE INFO U.1 Lu 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTIM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2X BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _j _j t� UJ LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD —INSULATION PER 1/2" GYP. WIB OR 3/8" PLYWOOD/ TYPE 2-M-W CHAR ON FLOOR PLAN OSIB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOF t B R AN AREA !s 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL�ol S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQ 1 AREAS. —7. \ FLOOR SYSTEM ETAL SEAT ETAL SEAT XE R PLAN 0 1 . OR FELT OR FELT 'Al tv PAPER FOR MOISTURE . 0 � 4 BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" O/C DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) \�__8"&'X`16" 1/2" GYP WEI CONC, KNOCKOUT INSTALLATION PER BILK. W/11#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP HEATHING TO BOTTOM OF� BAND JOIST TYPICAL —AR HI ECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) UJ UJ — 4"X4" INSPECTION PORT AT zi CL EACH FILL CELL TYPICAL LU In (n 1x WD FURRING @ 24" O.C. CL — AT GARAGE CONTRACTOR BASEBOARD LO 04 TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLA B CURB DUE TO SLOPE MIN. PSI MAY VARY PER — NOTE' EXTEND DECO FINISH MUNICIPALITY 410 6' BELOW GRADE E A 10 /FINISH C'4 7 A 4-4 GRADE 1 M A OP 6x6 W1.4xW1.4 . J4 WWF OR FIBERMESH -1 F1 11 STD. 90*HOOK (3) # 5 REBAR ON Y C AIR (SEE DETAIL) W/3" MIN. CLEARANC 4" -8 TYP 2-STORY WALL SECTION rj_,� SCALE: 3/4"::11_011 S6 SIMPSON LSTA24 STRAP wl (8) 1 Od x 11/2" NAI LS TO STUC 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. FT CAP = 928 PLF UPLI SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. lOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" 0. C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY, 71 CORNER TYPICAL "T" AND CORNER DETAILS SCALE: N.T.S. 2ND FLOOR FRAMING SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" \\-SIMPSON HETA20 W/ (8) 10dxl 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT END WALL W/ (2)1 0dx3" @ EA. END INTO 2"x4" BLOCKING IN KO BLOCK — — MORE INFORMATION SEE DETAIL 2/D2 FOR 2ND FLOOR FRAME CONNECTION SEE TYP. 2-STORY WALL SECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" 1,.., �6 FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSE FLOOR CONNECTION @ MASONRY 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSIONRY 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) 1 Odxl 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE: 3/4"= S6 B.U.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS ETAIL (F U D LOOR TR SS) ro SCALE: 1 1/2"=V-0" �6 (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 W/ (10) 1 Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1 (3) #5 CONT. ON 3" M CHAIR W/ 3" MIN. 8" 1 V-8" CLEARANCE INTERIOR 2-STORY FRAME SECTION rs ADDITIONAL SLAB INFORMATION. _,�SSEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" 15/32"OSB EXPOSUREI SHEATHING PROVIDE BLOCKING, REQUIRED SECTION X- NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND 15r,32" OSB FXPOSURE1 F SHEATHING Lu W = SOLID 2x U) BL CKING @ALL -9, SHEATHING 0 EDGES (SEE U) OPENING SEOCTION X-X) u, a- �� -X j-, _x _2x STUDS LWU BEYOND. SEE PLAN !]Eil� 0 1 11 11 IL_U -_ . '\--2x4 P.T. BASE -4 \_��HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING WALL SHEATHING BETWEEN FLOOR SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. (D 2 4 FT_ 2 5 FT 0 0 (D 5 IFT.1 4 FT. M2 (D 1091 FT. 4FT. 4 FT. '2 \j 4 T FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE 0 Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 9d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4- O.0 IN FIELD (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LL 7: 0 SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD -J La 2 (TILE) OR 7/16- OSB MIN. (SHINGLES) SPAN RATED 24/16 Lu 0 X W < SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH < cr 0 O_ PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO . LL 0,: K - x LU 0 STUD AND OR BLOCKING AT ALL EDGES. N LTL, 0 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT I. PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4.1, 1/2" S 1/2" 1/2" S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING (Z) NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL NAIL OPENING PERIMETER @ 3" O.C. W18d COMMON NAIL @ NAIL INT. AT T' O.C. W/8d COMMON NAIL (D STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL (2) SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL NOTE: MEMBER IF GABLE END 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/811. I AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" OSB FLITCH PLATE TO W1 (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE To VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ Y OC, STAGGERED WALL SHEATHING INSTALL. rc SECTIONX-X & NAILING SCHED. 1\ �6 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2x CRIPPLES @ 2"x`10" OR GREATER HEADER 16- O.C. W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 \-- INTERIOR HEADER: 1 Od NAILS @ 8" O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS ONLY DOUBLE 2x e EXTERIOR HEADERS: CRIPPLE STUED (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.(,11 12d TOENAILS e OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE 00 '104� 4? SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS ISTUDS SIMPSON SIZE EA END EA END EA END EA END (1) (2) 1 (2) (1) LSTA30 4-4 (2) (3) (2) (2) (1)LSTA30 9'-16' 1 (3) . (3) (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING (2) ROWS OF 2X BLOCKING SCHEDULE SEE DETAIL C/36 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/ TDIA. APPLY 3 LAYERS W/ TOTAL THICKNESS x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. TENSION 2600#.) SIMPSON SP1 W/ (10) 10d NAILS AT EA. ST UID 2500 PSI CONCRETE MIN. SLAB W1 6x6 W1.4xW1.4 2X P T PLATE WWF OR FIBERMESH WEE�P*SCREEID INSTALLED PER. MANUF, _4' N -A 00 A FINISH GRADE co 4, 2 A C? '-A A ;2� 2 A 4 I I M 1 1 (3) # 5 REBAR ON 3" CHAIR 4-1 — - W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" � S6 ADDITIONAL INFORMATION. IM"- 1 L C3 < U) V) (D (3) C_/3 4-J uj M M LU E Ln , I , C) (-) M rl- CN LU M CM cc Cn C Cn 0 -2 C:) r- LL 00 ta- 3 6 00 _-x r- (n CL C> < im LO 8- !r, 6 A -a N C 0 D C 0 ZF_ E.4 U� LLJ di Lj: LU U Z -E - 'E O_ C0 i 0 < X. AR/ LL U& 'E!/ "WIF G , C WW I)SEN O,M rx To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com !3 06 z g o: o: d<6x 0 0 0 0 Z LU U :5 z z 0. Co U 04 E � a C n 6 Lu 'A z z x > — z e-s 4 F Lj_j z< 0 U, 2: U Ln 0 ;z g , z i._0 F- I& P 8 8-11 N M_ < � 8 LU g -. rj Ln (r o uifg< (W L.L Z, < < cc �2 z Z 0, �K, LLI Lr) Lij Uj � "D z UJI < z < z U l� �2 U Uj Ce T-1 Z z Cal 0 (3) z :5 LU T z Lu 2: __4 0- 1) U J SCALE AS NOTED DATE 4/12/2019 TECH: IBERCHAL VERSION NO 5ol SHEET NO. S6 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). 1 3/4 x 11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER -1,_N I H D 2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" a I AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 0 c w i a 2x12 TREAD GLUED AND NAILED i 2x4 PT NOTCHED INTO 0- STRINGER AND TAPCONED INTO FLOOR WITH GLU STRINGER CONTACT rn POINTS N E N ly m D 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS ss 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 12x8 SYP DRYWALL STOP MUST L NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1X4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FULL—� CONTACT WITH LANDING / \ SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING UAW 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL '---2x6 SYP B-� ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) CTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6s 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 77 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �J ROVIDE MOISTURE PROTECTION LA ALL COMPONENTS R TO CONC. W/ 4" X CONS @MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / TOP OF STRINGER STRINGERS R 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH �DIM 2x6 SYP 2x4 SYP BLOCKING SIMPSON A35 OR LSC EACH FOR STRAP STRINGER ` 2x4 PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ / AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS \ DOES NOT BEAR IN / WALL SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" " PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ,_---2x12 SYP BEARS IN WALL BU LLNOSE DETAIL SCALE: 1" = 1'-0' GER _UED (AILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED H 2x4 SYP BLOCKING AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEDi 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 7 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT x GLUED AND NAILED TO STRINGER POINTS —�/ FOR DRYWALL SPACING B H SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW _ SCALE: J" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2X4 BLOCKI C-, NOTE: 2x8 DRYWALL STOP NOT SHOWN SECTION VIEW SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST STRINGER OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD BEVEL GLUED AND OSB OR PLYWOOD NAILED TO SUPPORT OR 1 j"X16" LVL N SIMPSON TO H3 ATTACHED W/ 12d NAILS 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: A" = 1'-0" PER CONTRACTOR PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" (WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO BRING WALL BELOW NEWEL POST LET INT THE BLOCK PROVIDE BLOCKING —2X8 BLOCKING FOR NEWEL PO TO ANCHOR TO. (GLUED AND NAI FLOOR TRUSSES (WALL JOINT YWALL TO ✓ER JOISTS) H 2X STRING R 2X B CKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R LML___11_ VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" IJ 'u rp 0 tp Z co — o z CO13 z d aRA U, z w (D i--� � o 2•O w V) �gg (� U O a m w ' ~ 8 Ws�z m c" [2 .. M N U Q 0 o ="00 d . co Ad 1. Q� ate, � d BID. iU1P N N �M$z Z I— �' z iil rn tL O �- w LU WV�M �a CU < Z o� � fA a Z a W., zN � R C F c a` •'1\ olilo$10\���E, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O Z wo aE f� �z60 �Qcc gj .8 wom � H L /� Z O iz VJ W �1 Q Q Q z 0 �— =1 W U = `/ C3 Z g �o O Y Q 2 tj U v0oc Ln cc 0 J *� N U_ Q Z z r-I ,�o�o J Ln r-1 Q LLJ Z awe R z W¢Z rl ko z Hn 1 m Z _17 � SCALE : AS NOTED DATE : 4/12/2019 TECH: JBERCHAL VERSION N0. 5 . 1 SHEET NO. ST I I I 1 _ _l_1_ I 1� I if ! - -- d v M 0 r rn m L0 N v x rn O J I rn c x 0 3 0 a E 0 a J h LZ E a U a a a 0 .r U Ei DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER PRODUCT TO PRODUCT TO PRODUCT FOR CONN,APPROVAL PROPER INSTALLATION MAx. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.TO &X4411/2"DRYWALL FOR CONN.APPROVAL FOR CONN. APPROVAL 1x4 #5 REBAR (TYP,) ' OOD DECKING GLUED IL ATTACHED WALL SHEATHING TO x4 P.T. LONG X 3l16"0FURRING „ 0 X 3 LONG FURRING 2 ROWS 3/16" x 3-1/2" FURRING #5 REBAR AND NAl D W 8d COMMON @3116' 6" O.C. EDGES AND 12" O.C. FIELD O.CO2 ROWS SAGGERED43-1/4" TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" STAGGERED @ 16" NX8 (�P.) ♦ ' BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO „ 2 EDGE DIST. ATTACH 2x BAND JOIST 10d PER MANUFACTURE MASONRY THROUGH _ �� 1x8 w/ 2 ROWS 8d NAILS 1 1 /2 DETAIL () 3 �� DETAIL ^ j D. 90° HOOK (TYP.) STD. 90 ` �I W/ FACE NAIL @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12' O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1 Od @ TRUSS VERT. 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT Q 1;� DI METALS EAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL7/1 NOTE: EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3116" BOTTOM OF BAND TO PRODUCT /7/x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2' O.C. & 4" FROM EACH 1x4 FURRING — —� TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2 NOTC FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ♦ INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL STAGGERED @ 12" 0` 3-1 /4" DETAIL 2 1/4" DETAIL t5^ NOTCH WEB AT THE FIRST 2 COURSES ♦ TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION - AA UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS :. + FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" .� SOLID WIGROUT ' n 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE =. BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENFUIRTHERINSTRUOCTIIONS SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS .., :/' OVERHAN ;': BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL.A:4 :�` .;•.�.' CONNECT W/ 8d NAILS BRACE/ BLKG. ,.' N.T.S. INSTALL WDW. SCREW ANCHORPfl\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () ' DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL 4MAX. RAD. (CENTERED) w/ k °�ERygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + �� 5 r-O rr 1-0 SCALE: N.T.S. SS 12 + + OT F1 PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > p p � EMBEDMENT INTO PER NAILING SCHEDULE ALL TO SUPPORT ° p !4" MAX Z-0" 8" TRUSS + SOFFIT p p e p D #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + 41 p 10 p °CENTERED W/ °p IN TOP BLKG. & BUCK 2X6 TO 2X4 2X4 SYP p ° 1 X 4 FURRING 8d NAILS EACH TRUSS _ p � KNOCKOUT/ CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2x CONNECTOR `. I D PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. CONT. W/ (3) • MONO FOOTING , p p ° SIZE AND REINF. PER PLAN o ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL7 AND SECTION DETAILS BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL p ° ° p 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT TO BE INSTALLED 00, 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION p 90' HOOK N #5 BAR IN TO FIT ARCH CONNECT W! IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") - - BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" s INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" js SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED REINFORCING. DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER �� 6 -0 EPDXY MIN. 6" EMBEDMENT & 0 Cn SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. �� 3 MIN. EDGE DISTANCE < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , o A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o LU a REINFORCING AS FOLLOWS: _ _ _ j < a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT D ° _ _� r P H g #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ o o v z ¢ EXISTING FOOTING (2) #5x6' IN CONC. ` COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — N FILLED CELL SMOOTH. DO NO FURROW. ° o ° . \ DRILL 3!4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT _ GRADE o. o SET BAR IN EPDXY _. FURROW, MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p e A G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: CN ° p REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. g H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS T • o ° ��a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL' \ (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY LCTI S EO N 71 A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. = SCALE: 3/4 -1-0 SCALE: 3/4„= 1-0 - FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S, INSTALLATION OF GLASS BLOCK. ^ 2 phi j r�7 C9 "' z_ o z z Q a_ z Q� C„ 4 -' W � o •p W C/) C2,_ c6 U o0 m W x� N cn CO V co C N "m U ct L o Q rn U3 In d (I ¢ d B D. B °: c 4* N �D Z H4 SS fi Z J C U) �CLW o a W in CO o _O@� g mY_cc� , tell l l"IfM,Q 2 LL U W • FD . D e� F E 4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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.LentiarTampa.com �o w� 0. f zo:o wQc[(r UZOO oo�8a 5 Z Z USulW K � J C W Oa'�O U LL' N i ZLLj \ f 2 Z � �3 N -a uj O -a uj U = \./ � Cj) a u O0 iliY� O ~ I..f� LU �Q� 52o� zi�N Z Z 01o�o W L0 a LU Q 4NS o m g LU <W rn T__I a V) o SCALE : AS NOTED DATE : 4/12/2019 TECH: JBERCHAL VERSION NO. 5ol SHEET NO. SS CROSS BRACING DETAIL (TYP.)r SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 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 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0'. O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS 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 'A DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB­z� ±IIZB - 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS an 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP — BETWEEN EA. TRUSS MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---\ A A 11 - LO co E C C) M ----Z—WOOD TRUSS -J � TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE '--2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL AT 8'-0" MAX TRUSS :33 S E E ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP 2X4 BLOCKING BETWEEN TRUSSES TRUSS SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER �R �SES HIP SIDE OR BOTH IF REQ'D) VG.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP wj O.S.B. FLITCH P1 TOP @TRUSSB U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NA I LS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 W/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 wl (12) 10d NAILS SIMPSON HUC410 W/ (14) 1,SEE PLAN 1, #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) — I FOR CANTI 1 Od TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0. C. MAX. w/ (3) 1 Od COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT--/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL 0 INTERIOR BEARING r-3 NZ; SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES T ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d __AA COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SPFTOP FOR CONNECTION INFORMATION. BOTTOM CHORD P1 ATP 4VARIES SEE PLAN . . . . . . T FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE& BASE OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. _j SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR 0, j REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN SCALE: 3/411= 1 1-0.1 FOR BEAM SIZE & BM SPLICE OVER CONNECTION INFO. CENTER OF POST I SEE PLAN FOR /-Jh SIMPSON MTS18w/(14) 1 Od NAILS TYP. U.N. 0. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. `T�_r (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION < PLAN FOR MORE INFO /' X COMMON BM. ATTACHMENT SCALE: NTS I T r. U. N. %J MIDDLE 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 LP AS REQUIRED KNEEWALL @ ENTRY FRONT WA SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 1 Od PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION I FOR ADDITIONAL INFORMATION rIF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d j NAILS AT 24" O.C. SIMP�ON LUS26 wl (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 w/ (8) 16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF SCALE:NTS 2x STUDS @ 16" O.C. SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ADDITIONAL NAILS AT BASE & SIMPSON OUTLOOKER 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 1 Od NAILS AT TOP EXTERIOR SHEATHING INFO. 4" O.C. INFO. ATTACHED PER ---------- 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS 2x4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 1 Od NAILS EACH END (BETWEEN TRUSSES AT BASE SEE J/S6 FOR GABLE LOW ROOFMAL (2) 12d NAILS TO EACH VERTICAL MORE INFO. TRUSS SHEATHING ATTACHE STUD) PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ LE S SIMPSON LSTA30 w/ YWOOD SIMPSON MTS12 w/ (14) 1 Od x (22) 1 Od NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING SIMPSON MTS1 2 w/ EACH COMMO7N BELOW @ 16" O.C. I TRUSS/ FRAMING (14) 1 Od x 1 1/2" NAILS Z)TTOM TYP TOP & BOTTOM TO FLOOR GIRDER -------- BELOW @ 16" O.C. %Xl lyy 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2 2 SCALE:NTS �"j 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 wl SEE TRUSS PLAN --------- (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. TO GABLE TRUSS —\—COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2_s� SCALE:NTS PLYWOOD FLOORING LOW ROOF TRUSS W/---/' (2) 2x6 BLOCKING UNDER-- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT,( �39 SCALE:NTS DETAILS & SECTIONS Ui q CD Mal 4C Ln CD W C/'.) 4--J U 0 LIJ Ln ::D IV/ E CA LU RAW 9' C" r_ W C13 .1 04 0 �2 C3 LL 00 C__ - 00 M F::- Ac . _bg 0 CD Q� C�. Ch < Ci A I w '20 10 C5 LU 4n Rv z ' 03 inUj U.?, — Z� 0 E. LLdii, (4 V9 z U) 'M' ILI! " W. S G D S' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portons of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www,LennarTampa.com 0 z 0 ui Z z a. � x 6nc� r__80 0 0 0 cc of zb��< 0, 00 Lou, @ uj (A z > 0 z C)� e--%, F— z < (-) LLJ Q) U) 0 C'6 _j U L0 C/) 0 U, U Lr) LU E Z �.z < uj': Lou g Z Z 8-,2 E� 2!j Lu Ln Lij d - 8 v__1 I 6i < z z �2 0 U) 0 <0 z 0 0) Z 5 LIJ z t rn v__4 CL V) SCALE AS NOTED DATE 4/12/2019 TECH: IBERCHAL VERSION No. 501 SHEET NO. D1 t i I 3 2 a r Cn o� m un n a C CG rz _ 3 a 07 �C7 I- C C E E c c a: a LZ L U E a n. a o: a a E (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT SIMPSON SP4 w/ 10d NAILS BENT OVER TOP (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 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 Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO A O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS LO 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. • •° � I SURFACE 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM � SEE PLAN FRAMING PLAN FOR I -JOIST AT 48 O.C. A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE „ x 1 1/2 CLIP IS TO BE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END OF DJAMB CORRECT BLOCKING w/ (3) 12d EA. END HEADER SE Q/S4 FOR REQ'D •°• • • r, G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK 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) 11 NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• f SHEATHING (MIN. 7/16") ft FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° •°• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4' x2 TIE BEAM @ 8 o.c. SIMPSON MSTA36 STRAPS w/ (26) 10d - ` TO RIM BOARD & BOTT. CHORD 1/4" TITENS FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24 WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL (2) - 10d TOE NAILS EACH SIDE i OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR(4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED - SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" T P. A 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END q TOP PLATES LENGTH ON STUDS W/ (11) 10d 1 SIMPSON LSTA30 w/ 22 10 () ( ) BENT OVER TOP PLATE NAILS O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT EADE w/ 2 12 TOENAILS OU S DE HEADER FLUSH w/THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d (2) - 2X SPF TOP PLATE j SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN /�� 2x6 / 2x8 WALL BEYOND SEE C SIMPSON sP1 w/ 10 1od NAILS AT 16 O.C. U.N.O. D S S ( ) O INTERIOR HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER HEADER O NAILING AREA TYP. ( ) 2 2x HEADER G () OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ CONNECTION SEE PLAN EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) (26) 11 NAILS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 12d NAILS AT 6" FLOOR SYSTEM ORA. BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B — SIMPSON SP6 w/ (6) 10d x \ PRE-ENGINEERED F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF 1 1/2" (USE SP8 FOR 2x8 C H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. 2 2 x #2 O WALL) @ 24" O.C. SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON L w/ 10 x 1 S SO S30 6 d 1 /2 IS O SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE �j r `� Lf'2 x 4 #2 SPF STUDS B G INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ 18 ( ) 1w/ —'-� G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS - ' SEE PLAN - 1 2x SILL PLATE W/ 2 12d TOENAILS. E F NP �F 'F O O SIMPSON MSTAM36 W/ (7) FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM :; ANCHOR BOLT MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D LS30 11 1 1/2" EACH SIDE 10d NAILS & 4 1/4"x2 1/4" () TAPCONS NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE BASE PLATE W/ SIMPSON w/ (6) x PROVIDE BLOCKING SIMPSON SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG 6» . REQ. ,-H STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 w/ 10 10d N ( ) AILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • ZSEE PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING � FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ � ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CO N N . @ 2nd FLOOR I i „NAILS STUDS BELOW BOTTOM TO HEADER AT TOP AND 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. aC� GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. - ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO - PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. OR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 11 SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B - THEN DOWN THE FACE OF INTERIOR HEADER , 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3 0/ F�"T - 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. 2x STUDS 16" O.C. @ W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOP O TOP SPLICE tilj� A (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. 2 10d TOENAILS AT EACH () EXTERIOR HEADERS E SILL PLATE w/ SIMPSON LS30 w/ (6) ' END OF SILL (MAX. OPENING 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 11 x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET).' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO , ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/3'20.C� NAILS2x4 NAILED TO STUD PAC K FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR DECK @ BEYOND AGAINST 2x8 DOUBLE ol 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 PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 11 NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. a� 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-T LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. U v m z _ o z° z U, z Q) C L, C6 0 •0 w o U �p m w Q m 1 M cm g M _ = 9? c7S _oN O U oo� Uc¢ Nao m Logue �Qo A 1 B D• N G N M : # � N C z Z W Cl"- -:2 � ° r M C U) , W a LW _ W E C LL 5 z° L z Z Q -ERG, ¢ o 0 �� mm LAN Z #A E 0'; � °n ,�1Q{1►ta8i,, C�5 F C3D► d, Q�•:� A. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.Lennal-Tampa.com oZ 0 L w f� wa� ZWx U�o0 oo�c� z �$?Lu �OC �J K.2- W W � N © L >" > O f z a LL �� Z Q U 4LLJ '0 W 0 -0 06 Z O Ln Cn p�z Y UO2 52ma Q Z < o N .LA•i\•iI a Qafoc z LU Lf) W < z o= J ?__41 .. Q 2:T Q z u a w a i r-1 t-i tu— W (•� 4Z W J Z SCALE : AS NOTED DATE : 4/12/2019 TECH: ]BERCHAL VERSION N0. 5ol SHEET NO. D2 I I d I III I It 11 _11L 1 -1 1 11 1 1 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WINDOW UNIT WEATHER SLOPE R IVE 0.3 in: 12.0 in BARRIER WOOD FRAME CONSTR. EXTERIOR 1 (0.6 cm: 30.5 cm) TAPE SELF -ADHERED FLASXHING 1/ 3/4" _1" BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AN THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND IMBLED WINDOW) OR EQUAL WEATHER PROOF CAULKING EXTERIOR CEMT. FIN. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE BARRIER SEAL TOPS OF JOIS WIRE LATH )TS UNDER DECKING SUBFLOOR (SEE DETAIL WI SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1 . Cut, fold up & temporarily secure weather resistive RIM JOIST THESE DETAILS ARE GENERIC A D barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASH�NG JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASH NG, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL SCORED LETTER ON CHEMICAL RELEASE PAPER COMPATIBILITY C RN SELF_A E D R ... S ASPH LT ADHE HERED Sr I SEI �PER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF 0 THRESHOLD SECTION -A (SEE DETAIL WP02) CN LO r1_ LID Vq E 0 LZ LLJ M D 1L *J 1 SELF -ADHERED FLASHING SELF -ADHERED FLASHING NAILING FLANGE 1 2 SEAL TOPS OF JOISTS DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING 8 (SEE DETAIL WP07) FLANGE -IT i 1 101 M M :1 L51 SELF -ADHERED FLASHING HALF ROUND WINDOW r_L1-%QnIIN%J . ­ ...­ SELF -ADHERED FLASHING DECK JOIST .E AM SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP CONTINUOUS BACKER ROD & SEALANT 0 SELF -ADHERED FLASHING PATCH IHERED FLASHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP I WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE 1 2 4 5 THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTI LEVER 00111 SELF -ADHERED FLASHING INSIDE CORNER -7 Ground 7 Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING I _0 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, *OSB', PLYWOOD, DENSGLASS ER STOP A NUOUS BACKER ROD -ANT ITITIOUS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH FLASHING REQUIREMENTS. R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table II 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more ofthe following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.01 9-inch (No. 26 Galv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as G in each detail that corresponds to the numbered items in the list of instructions below: 1 . Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (I x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMIC 1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. I WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMIC 1063 Building Paper 7/16" O.S.B. sheathing -Stampecle or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all rp �7 L ul C, U) (Z) CD L.0 LU E I 04 C*, S) to C2 '0 C', .1 " 0 _r_ U_ 00 -5 - OD 0 (13 < 0 CL C) 0 < 0 A1 U D. -1 C B-D C Y Iwo ag UA Lu U0 - 0Z Z cc = -2= C, Z 'ffi 0 -.2 M E M M < M LM W'WW FDSENG COM L.1 Li S�2 C=) 00 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineees signature and seal. LENIMAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z 2 U) U, Z Z LU cr U400 R.ZZ Lu U) OD LO Z 0 > LU Z Z C) Z LL. 0 C? 0 0 Z :J UJ U Lr) LLJ 8*1 '9 9 R OZ r- Se r- F- 0 Lr) < < < Z Z �j LU Lr) T__I " I LIJ di 2: < R�Z8 ;;�- �� Qu 1,0 Z Z U) 8 IS 0 C� Z rn T--q SCALE AS NOTED DATE 4/12/2019 TECH: IBERCHAL VERSION NO 5ml SHEET NO. W P SIMPSON Strong -Tie March 20, 2018 Re: Wood Construction Connector Compliance for 20181nternational Codes & 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2, Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ]CC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Sirrilar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 1-Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/3=018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www,stronatie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. A114 Keith Cullum, P.E., LEED AP dvABDW Engineer, Southeast U.S. Branch Page 1 of 1 Sampson Strong -Tie Corn parry Inc 2221 CountryLane McKimay, TX 75069 Phone: 972.542.0326 Fax 972.542.4139 w .strona6e.com USP Cor afflict tt > 4 ftaps" car""- > stock III F1rtrlde Ae FfoduCtApPM9„at#o. Rwpmrt Iwe {20is) Simpson Stock No. F101ide stow*le pn9duatApprovaf No. i�1gS A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL1085e.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUCC410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL176W.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17680A Evaluation Report HETA20 F01473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496-1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10455.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL113456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210.2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212.2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10858.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 F1_10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10555.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 F1.10855.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2605 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 F1_17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56111.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT18.2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10458.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.SA FL10456.12 ESR-2513 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A FL17236.3 ESR-3448 SP1 FL10456A1 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 F1.10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPTB FL17244.32 ESR-3455 SPH4 FL10458.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 F1.17232.16 ESR-3445 HGUS5.25/12 FL11468-11 SIM200804 TH0410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - LGT3-SDS2.5 FL11470.7 SIM200803 ' - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.642 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67,0psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential W ridCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WSndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst slit) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment F1_12328.6 NIA C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580,3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Borel Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849. 18 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GUMLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A & STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - F1.1999.4 NIA MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE �a Qi a) ..0 (n -Cu a --a U 0 .� U U O M O C L_ O O MC U_ O .( .cnC 0 O i_ I- C .� ��/�/+�� V/ Z Z W J R-1 SHEET NO. PA 1.0l Florida Department of Business & Professional Regulation Paw 1 of 8 Florida Department of Business & Professional Regulation Raw da Building Codes and Standards 12/12/2018 Building Codes and Standards 12/12/2018 Florida Department of Business 8 Professional Regulation Page + a+ Florida Department of Business & Professional RegulationProduct Page 1 a+ Approval Application Detail Product Approval Application Detail Building Codes and Standards �u� Approval AppUcatbn Oatall 11 ems Building Codes and Standards Product Approval Applleatlon Dahl) +rna+e Scone ^tlh er Gta gala Date Pendtnp gait &9ae E�tv or gyp, j)0(( Date P.ndina Q�PL✓ Pt mmuft Lin V-1- Nanuhehuer Q9rgtat Endmera Lieeeme YNltlated By Yetigsiey gyp11111eg FSC Approval Agggygg, J!"A Imit Version ti0mhatMroL Se9nt&fiI Endneer &llcaroe YNldatetl By yaggge2 submitted FI1C Approval A99roxtt awn Revision 2017 Therms-Tm Corporfbn Category: Exterior Dame Rick Wright Lyndon F. Schmld, P.E. Ryan J. King, P.E. (419) 298.1740 PE43409 (813) 767-65M 1 N152017 07/1202017 10/18,2017 12M=017 Approved Revision 2017 Therme-Tru Corporation Category: Exterior Dona Risk VOW Lyndon F. SchentM, P.E. Ryan J. King, P.E. (419) 298.1740 PE-43409 (813) 767-6555 12/13=17 12/+3/2017 12121=7 M"13f2018 Approved rdo mm vesen Mlafd elaK ErAlw-ar SAS = ■ Do Do )MIO1Yg iWMIIW d Q=EMN" go filgAmald Anaravarg AN" 211111111 mule gown llelblmu g Woo imlaeM•ilrf+ee YsiflsieOkt 20 20 2OLbo a MOM aNkmod EKLAm■al go A2MOM AN& SubCategoy SvAngkg Exterior Door Assemblies rickwQlwbidgconsullams. Subcaegoy: swnging Exterior Door Assembles rickwQmptlgomwMems. RevWed 2017 Thame•Tru corporation Rick Wright National Aowsditgon& Ryan J. King, F.E. 12/201=7 09212M7 1229/2MT Approval PAVWM 2017 ThermtTru Corp"don Rick WftM Ntaonel AoaadBalloo& Ryan J. King, P.E. 12r.1QW7 09/212017 IN2420/7 Approved Compllma Method: Evatuatlen Report from a Com Compliance Method: Evsiudm Report tram a Co. CMppy: Milarlor Doors (419) 2mi-1740 MaresenMM inafeule (813) 7674M Cagpory: Eeaft Door (419) 2WI740 Wnape v eat haaute (013) 707.6565 Florida Registered Arched or a Ucensed Florida Florida Registered Archaed or a Licensed Florkte &NBtibgory: Swbtgi g Exletor Dos rANembNea riolovillinstilsigoonsvilans, MrbCaYaory: Swinging Exhielm DoaAseambMa rioksQnlbMpoernwaente. Prolassbna Enprteer Professional Engineer completes- Maw or Liters own CeaparrMaeaob CereosoMstk a MWg cam Fulao"Ilel Produda FLi64a11473 Products §JUa Podud MotlN. Number orName QIDLAemiroOaa Product Deapddlpn Q�IW Aaproved for We AwrovedforUse In HVHZ Outride )p�gi, HVHZ R-istaOf QMIan Press- Beef Product Modal NumbergrNeml Gu IlWAaaunnse Produpt Oescriotim Contract Expiration Dab A,mvor,dfm Uee Approved 10 HVHZ Outride Im Use Mead HVHZ BaelatMu Maim Pre seun MILE A Use in Wa � Yid WNW= Rod" 21ME E� ge3 g W UseAm�Lin h1061t ! 1=0 11ukkdo g� LOW■ 1 a. Themre•Tnt Fiber -Classic and Smooth -Star Nominal 6&AD9;8 &qudl4cMmpad&qua; Opagw 1213412020 Compose Edge Fiberglass Single Dom (; x urea) No Yes No WA 1 a. ThemaaTro Fiber,Clesslc and Smooth -Star Nominal MV9:e 8,quo Non-Impad&qup: Opaque 121J1/2021 Compose Edge Fiberglass Single Dom OnwAng/aAw g: X cmngu flon) Na Yes No WA 1 a. &quokCMaebCraa *wt and &*NkBwwhm +t by T(WMN-TnAwok SM end SA Opaque eed Gland Fiberglas Door with 12131=1 edp U Mgg, b ,kg arts �bg No Yes Me WA 6 a. &quabemoodr-abr&quat aM &quof;Bengxmk by 7tlsrtrrrTruBquoL N6 and BA) Opsgw aM Glazed FMdeglan Door wth 12031=1 saw wow Sgegya, baprblg aril CtBpWp No Yes No WA 6 f. Themr.T. essk and Smooth-Ster mpsd a 12J311= Compos8e Edge FMlerglass Sk1p• Dom Onexin taxi ; X call on No Yes 6 1, ThermsTru Flaw -Clank ON Smodh-Star Nominal awe;0 &g Jign-I pectS.qud; Opaque 121J MI Compose Edge FIDergMa Straps Dom PnawI90+msh+ing; X cmmg+aallon) No Yes NO WA 9 I. T1wm►Tru Flow -Clank and SmomtItdar Nominal 68039A &qumNon-Impad&qua: Gland 12r312020 No Yes No WA Compose Edge Fibergbsa Single Dom OnmmgroutmM q: X cmbgurallon) 9 I. Th—Tru Fier -Classic and S—lh-SIw Nominal 69039;8 &qudNon-Impad&qua; Glazed IV312021 No Yes Na WA ConposMs Edge Fiberglass Single Door nswm awl ; X c ureaon) 14 n. ThemrTru Flbsr-Clastknd S and NominalNominal8k939;0 &qu9tNon-Impad&quor; Glazed 12/31am No Yes No WA COmposbe EdgeF=, Single Dom On : X eorM Yes No Compose Edge Fiberglas SinDoor Do Unow•k+gA'XSsxteq: x configuration) Florida Department of Weirsid s & Prohssional Regulation Building Codes and Standards Ppa + a I 1"1e Florida Department of Business & Professional Regulation Building Codes and Standards paga l m / +Armle Florida Department of Business & Professional Regulation &gibing Codes end Standards �yA1e veal Regulation Floridan Dept � CBS Standards van6le Product Approval Application Detail Product Approval Application Detail Product Approval Applicatim Detail Product Approval Application Detail S80t bias Vadm mew BroWLac reaMoi BmMrclLkamt ThlgOeOlt gas WM YeOsiet amkm t gsitbolles 9ok PBQAoaand AROMM Am& ! retie Sae mules Mmsd mm ladMl9t setae imterALkee 1(migeMglt WE go YameMg sub mi gMa.hD&gg am EIQAmmmot hoomm BYm 5111111111111,0111 teak mm VaWm BkmMmnt LaOLa reStet im nKALIeo■ YatMeMOfeI no gas 1fYmitd Mllerstltd liahhe.sa WM FICAmaaat Amrsng so& Bi16i14■ 226 min !hake mmdm x iaOLa 9mstasi iOOMestAllloet YaWYldfet 20 WM 2NLLaLa YalOeYs AmboYd FECA■rmY 20 ARRSM flee Revision 2017 M WV6xloav and Doors Weeder. EJtorIOr Doom Brent $angw Luna Roberto Lomas Steven M. Wish, PE (717) 3116.3300 PE-M14 (717) 3174M64 061132017 ON112017 061162017 101102017 Approved Revision 2017 Be VOW" and Door caresser. Easaft Doom awe s"ros, Lute RoMM Lomas 8laven M. Urm. PE (717) 355.33M PE4H14 (717) 3174MM OeM32D17 08111=17 06I162017 /N102017 Approved RevMlon 2017 M Vim lows and Doan Enderby Doom Sheri svirar Luis RobMo Loner Earn. M. Urloh, PE PE•8'A814 (717) 317.8/64 01IM32017 oeM 12017 WOW? 10no2017 Approved RevWm 2017 MI VAntowa and Down Category: Exterior Dams event Stager We Robrto LOR M Steven M. LM* PE Q17) 965.390D PE-62611 (717) 3174146f ovismi? OSM 12017 IAMB=? 101102D17 Approved WR7•Mgwy: M" Exterior Door Aesenbtoe Nftk"o led odan arbCeYgony: 680kg Exterior DowAreorMn OslatgwQmhv&ran SubCOM etbCSlr0ea9: Sating E10erbr Does Assemblies; b*Ung665900 DalargerQnt"d.aont eahf�0egery: 8Melq ExdNlgr DoorAMerMaaa baasip"rQmraad.ean c•+aPaar.' a~ EvskwlNn Resort im n s CMrperde Nktw* Ewbwtlm RapatOom" Coarparw•Meetod: Evalloidson ROW tram a CoaysMer Masers: Evaluation Report frm a Particle ybwt a e WinnersFkwMe Florida EVa or a LJanaM FloridaNcittaet or LloaMed Fibrins AMitYlt or LiMnaed Florida Pr k>ntlR•p EEngW Pr lonal FL#163324d„CailSE AMA awmmLAOMMOR h,dudDn tllYm 221bazldRt2a.WM Am■IdBoa Um Al■miasltige In HVHZ otome Yew JIVIIIZ assYesi gam Premoe BtlJ�i Lag Prodied DemcrhMm AaamntlmeUse Am■rsLOo[Ye Ig1tIRQ ' Yeti i NeYmit gdm PIMIes Bit &.ers0 Lm lirutdraesee AmoOrss>aJM! AI■ala&&Lft leINM ow Yesi msWAR BRNO gm" Eo B�1�i-04.h Lai m guallbuisissianat AamaaUstyie Am■rssfar Use, Ale Ilk HVHZ OkftbkNvHz trsmia BmiWOesi gmilm PteNes 3 SERIES 420 ALUMNA $OD REINFORCED SERIES 420 ALLOANUM SCE REINFORCED OXO /2212018 14S3M&geotrw6&quot No Yes No WA 4 SERIES 420 ALUMNA SM REWORDED XSERIES 420 XXC. 98&0uet?t96&A S REWORCED OK 12/31r& 8 orb Yes No WA 1 SERIES 420 ALUMNA SGO 1t � � N �� 12/31=0 No Ya No WA 2 SERIES 420 ALUMfNM SOD SERIES 42D ALUMINUM SW OX. XO, XK 1201/e018 05&quat W&W* NON -REINFORCED No YM No WA Florida Deperkrark of Business & Professional Regulation Building Cordes and Standards Paw 1 a, IAMB Florida Department of Business & Professional Regulation Building Codes and Standards ng Ppa i a, 1ArJ01e Florida Depar6nerk of BusiMss & Professional Regulation rig Build Codes and Standards page+ a / 115n0te Florida Department of Business & Professional Regulation Building Codes end Standards pp mi i 1x6mu Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail "527s.m go Ste Version ilea Bassi gm= logoLA k kd*Iedbc WM ➢tie WNW iaOaWed WILPlaOm gibe !ffiAmlmal hwomm U" EAf» 2200 mm Varska IM stiles a 2904 Cmiosalu� Ydgsid101 291 gat xddim imboOM 2OLPmam ¢ant 9FARKed Agmmnd lire t 92& mm Wad■ tYrsiWnt iaOl9t misideluk go 201 zilia t AWnW Daftteam WE EIQAmmal Aaamed a" aillillim Wgt mat vwwm LOtadmoc 1mYtLat Sam= ZUWMKAL&M YsiANOta tale We 2 0a-EaoOm Xdd" Battisillad H4Ammkt Bate heamrW awn n vlalen 2017 DOM &Oft Pmwm OWP-Y calssory: Exterior DOM sCawxy+arerglMarr: Seasonal ExhatDoor AaesmMes ModestCSNbeation Mark or LWV Mark NhekKMid asterisk reading ServkM NA, Gary PawMer (513) 77t1e8062 lad. (513) 5194 M 1129I2017 01110`100017 12105I2011 Approved Revision 2017 clam &"N Protlnrub CW"" CeY: ear EAPW Dope abCalgary:aadbMlExterior Door AeMMW CaYMb Caretobort Mark oLiming Mart VJ derftM I Teeeg bervlws NA, Gary PkwNer (613) 7704M Ina. (513) 5194 sm I Ir amil 09r102017 11052017 Approved Its WIN 2017 MI Vn6edosw Bell Dos" Category: Ensrler Door CoaparMesedEvakwddetReportlrome Florida RaglaNred Aralaed or a Lb~ Fk1rto• Proleesbrde Engrwr Bent SMager Luis Roberto Loren Sharon M. Urldq PE (717) 385.33M PE-025i4 (7M 31741454 .� W132017 W 12017 08I162017 10/102017 Approved Revision 2017 P �. Eaderbr Dope eeOCalegrry:SagrisrkrDow Assemblies Cow keenedCweoNon Mark or Listing own �00 M E.Woto BOLO - CER MWmW)ode BODO - Vu dnwkQpgWkbYrMoarn � I NGI 017 1128=17 12F4=17 Approved 9udOLAmilesm AmoOmfor lW Anoravird for Un W&M 21WO 91a10LAeMsame Apiroyad far Use Aggrieved far lUse Yea gelan $ Lag bmumanamin 2uguLCmiYBonWM h160R gw oLum Bob" paten Beta! a 9�Ldm■ao Y1gQJi WOMMJgI!!i ANN= Parsers list g1YmrackuLX=bUNL21kk INMvNz amwi twz suk Ersema 37 037 V" PAN-2F151: 84A. 94.73. 75, 16130, 190, 76. 76V, 4 W, 4RSF, SM. 6RSF, 2RST. 46, 42, 56, 48& 426. 556, GOBS. GDOV, OR68. ORWV, ARSE. AR6&V, EDW EDSSSV Steel Pon (min. 26 ga.) BkgM-Cer (up to 97 wine) 06/112028 VA DCODE8e174; VA Gangs Door Na Yes No .30 PSFI.32 PSF 63 053 10115.16 PAN-21`163: 84& 94, 73. 711, 1500, 190, 4RST, 4RSF, SM, $W, 48.42, 66, 46a 429L SAS, ODES, GD88V, GROB, ORW AR58, ARWV, EDSS. EDWV SWI PM (min. 25 ea.) OouMe-Car (Wr to IST 05121MIZIS wids) WRIDOODEbi74: WE Garage Door No YM NO +30 PSFPW PSF La! 5 ProretMedN. N.WW ear NMw SERIES 420 ALUMNA SM REINFORCED gminKA� Produal Dowdodw consisted, Elimination Ode SERIES 420 ALUMINA SOD REINFORCED XXX 12312oia 1Niatual homwAbLum hmmndbLum In NVNT Ohkbmvm me Ymist Daisies Yes No gsalist Promises WA 10 313D-6670 a mos, MNaN ampsW Wirt Sias am Dow W14/�21 Yes YM Ya WA Florida Department of Business & Professional Regulation Paw 1 a 2 Florida Department of Moran & Professional Regulatiort BWldkng Cordes and Standards Ppa 1 a1 Aao1e Building Codes and Standards Product Approval Application Detail v,z2ola Florida Department at Business &Professional Regulation Build Codes and Standards lag raw, at, lawle Florida Deparmwlt of Business & Professional Regulation Suiting Codes and Standards raw+a+ +ArJo+e Product Approval Application Detail Product Approval Application Detail Product Approval ApplicatlorRDehll Q,ggs Enatyor Qya QMa o.e.v.r�np PY1 PLtli�# Frsfl m.R7 jae Versim YJOMfaatilClC Qgtfeg Prd—L Ucens, validated By Validated gy0agbd FBC Awroval Aggi9xad atag!& PLC r.am ale version llmOmes[ Raft Ar 2god EMONKALYam! MMMNK Y Io gat mag tgialYl QsiLPlOam Wro PBCAmaes Asa®rsg ikOM Revldon 2017 MI Windoxa and Down Category:MNndows Elam Stenger Amarkw Arch6edurel Steven M. Urieh, PE (717)3W3300 MeradadmrsAaalatlon (717)317-8454 12292017 12M32017 OVOS2018 Approved rage Ste Vaalm YAMdMk= BdKaa Sdamisi ADOMO LLMee YriOMdJx gat 20 mom" liamm DW too ee gain FWASealal Amm00 MYes ree mm version NEWEM [ BDIdLa[ Wamt ilalw[Ilttrsoe YeOmidfel WM go 20LPmam Ydgtld LW WAd PBglaamel 20 Amaad Awn Revision 2017 CURRIES DNlebn of AADO, Ine Capory: EwMIN Door Dedle Dow UL LLC Ted BMton, PE (641) 494.26&i (306) SM4707 i InoW17 10262017 12*15=17 Approved Subcategory: Single Hung Com pore ce Method: Certification Met w Uslklg bsItlmgarQmkW.com Revision 2017 Cbm Burrs PM&WW CO+npe w Cateeery: Exterior Door Mask v/ostera"M Mlellelt TeMng Sorvla" MA, Gory Pit~ (513) 77041052 In- (513) 5194m588 I I2a2017 08/102017 120061 17 APP� Revision 2017 CbpsY Building Rarities;DOM CmPMY CalegoDoom Mop YVMM132 Im TaeMp 8"rvlen NA Oery PkveMor (St3) 770.8082 Inc, (619) 61066B6 1128/A017 Orf 02017 12A6/A017 Approved terbCagaow Erearior Door Carp aft CospeanM Rested: Cernioatbn Mark or Lasing deildedla@MraaDlay.00 m FLi174es-R2 Pmtluda OualineAssurance Approved for Use Ammyod/or We 1—t Deal-szrbm CMnpNMee assert• CONADOOM Mark or Llarg erbCetoeenr: Seuepwl Exterior DoorAoanbtles COW44 ceaylarte"Ileatab CadllONten Mrk orLirinyr �.am Eii1i Sera pfadueL Nodal. Number erNune Erman Oeacd Rkm Codnet Expintion Oah Jp Ou6We FNHZ meant Pressure Lai gmilLAMUMM hmesg aMimbhlllli Administered jor Use AnormselforUse glmlelDRY WOW Bodo" 219M loamy tka! EMOOLUaddibasKALMOM EmMEL2mkmimft No Amrond for Use Apairandforuse IgHVW 29bikim I.mift Bum" 229a hems W! -Otieft Assessment ho.Mtl Assoroved go,,Us, Am1aftelftorIMe I. WOE grelml= kno ENW" gmi� 1'Aafes 2 185 SH 5204 Finflange Frame IGISG Single Hung 101D9/201 a No Ya NO t60F60 1 WT. 707, 727, 747, and 647 SW& and Paine a oblate Flesh, Glared, eed Louvered single rib point of 12/31AW11 hollow meter dope. Yes Yes Yes WA 05 085 VA-0S PAN41el63.73.75. 64A. 94, 42, 48, 428, 465. 4RST, SRST, GDSS, GM ARCS, EDSS Saar PM (min. 25 q.) Sa�C sr (up to to 97 Wde) 0&21 WINDCOOE10174; W6 Gawps Door No Yes No -38 PSFI-42 PSF 102 102 Wa-16 PAN-2F163: 73.76, 64A, 94, 42, 48, 420. 4eB, BRET, SRST, 006S, GRSS. ARSE, EDSS SWI PM (min. 25 ga.) Double -Car (77 to 107 0212026 wins) VVN000OE&9174; VA Grp" Door No YM No e37 PSFA41 PSF Florida Department of Business & ProfessionalegU 8 on Page 1 0: 1 Florida Department of Business & Professional Regulation Pew+a t Florida DepaMlent of Business & Professional Regulation P.g.1 a+ Florida Department of Business & professional Regulation pew l a+ Building Cates and Standards 12f12/2018 Building Codes and Standards t arJole Building Codes and Standards +2m+e Building BWLdi Codes and Standards +Angle Product Approval pp Application Detail Product Approval Appgoadort Detail Product Approval Application DehB Product Approval Application Detail SIInt - Entity er - - Baal- Rik Date Perish-Qete P B I1at YAM1g0 ga01111GU lL Q.9O6Lt Endneer & ucenae vsaated By yeibateg Submitted FBC Approval Approved ,9k01t rat mm Vl1dm IlWdmo[ BOW, or Wdesi BmmoKkLImim! MOM WM idle 3d0■g LOaaWd gsiePmiam 20 FACAmmal humm Alma 220 mm lhdm Ymimgat BrAll 218M CONMIKALMM Yokido 1t 21M 21M Youlkd aubmad 2MLbo m 201 PWAmmlsi Approve Mail 98ga Lai Y■IM 6Mattmlo[ BaWLM volomm WM gat VYded Ligia" gsiePmam 20 FMCAmestl AmmSw a" Revtdon 2017 MI Wkdawa and Doom Category:vAndaws Brent stringer A-rian An l ledurol Steeen M. Udch, PE (717)365.3300 MaraedummAssoclMion (/17)317-8454 0121=18 011032018 OW=018 Approved Revision 2017 Be Wnd6p SM Door calseery: Wiese" Brentsweer Amwlton ArdNedural Shwon ML LVIC!"PE (717)305-M WrrrdwemAAeatlWm (717)3174484 121312M7 120312017 01A42018 Approved RovWb 2017 POTkwu*in casswr. Mrndwa DMm Rurk Msff&0 4BCCO-DER MMnt•D"ds BCGO-VAL (941)468-6t00 (74S)315-2790 12202017 12000=17 12252017 Approved RevMbn 2017 POT frduMln a WMdOws Dean Rusk Mirr&Oed"BODO-CER kaMnFOwle SOCO-VAL (941)I88-0100 M915-2tRW 12200:017 12ML2017 12252017 Approved Subcategory: Horizontal Sider ComPllvt<s Method: Cet c Im or g bslingerartMd.com gnbc"tegry; Fixed CeopirMo lMYtab CorW00NMwk.LMft boNhgKombvt.wm NgCelewry: Feed CMpartoe eesihod:CadNb=gen Mwkw Luting d�.om Subbg M: Slagle Hung CMpaarw" Masted: Gertlllulcn Mark or Lhgnp Ftt163B14%6 Products ABLE Product Nadel. Numberor Name 0MfNAaat — Product Mscdpapn - _e+etEmiratbn Oab 0.� Approved for We AMrovedforuae �j•� Q Im-,t 0-1es 1--re Beat gmiaLhummm l:mi1Mo<Cm100mWM Aa Liu A�.forUse 1. HvHz gmwdLmm ilea maWaot 21dw Poem IYLg LIN=[ RIB 22okNUARMINOLaw A age Alienated M!ffi¢ 091110 Bar Use MIRM NVNZ amims 21M EM Cat $WLA� rem Appeared for Am�O-Barge MllEa 29NMLWS Saes &am" 21WO Ee 1 HS 1BB FM andFlange Frame 73x621nsuMed pas 02M62M9 No Yes No 45&156 1 ls6 PW 73 x 721MItated Glen 0403aMS No Yes No -ow-oo 9 PV W wn 0AW MMss hresd) VW Filed orator 04morm Yes Yes Yes WA 7 BH4a00 (W9r mks" hpedo vinyl BMpM Hung Window 0713== Yes YM YM WA Florida DepaMwrk of Business & Professional Regulation Building Codes and Standards pop +a/ IMMIe Florida DepaMmard of Business & Professional Regulation Building Codes and Standards page+a+ 1A/A111 Florida Departlintent of Business & Professional Up Codes and Standards Regulation � mle rm Florida Department of Business & Professional Regulation BUldiStandards ng Codes avid Staards Page / a 1 tAn01e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1111711411,112 Sege mat version Laagmast BI>!W� 2200 imlMe.Illt;rom books B2 WM gsit YmOgd Lt■Ild geMPedm gat FWAaoald Am®ag Mae PLC rda mm VarsMa ttnvisissi[ LOW, room ADWMKAMM YWWNN l WM WM Xdd d LOulid 21ILZO ion 20 FWAalmMl ARMEnd Mtma Bi2gt4ml risk bat Yadm om amm Calla ywwdm Bt Wit Alt lbu" ausdld DoLPedlos WM PigAMmam Among am" 19l111ttBl 220e are YwMn undulo[ BOMLa[ 20" Y&Iakti u 201 OIM alLema s Xind" LOrsWd PBOA®®d idle amenm Mae Revision 2D17 TMma-Tor CpporMkn Mllemr. Exisaw Doors srbcasaeeay: ar I at Extorter Door A"Mrrber Csepawrn Marshall. EvakrlMn Report from a Rick VAgM Lyndon F. SpaNdL P.E. Ryan J. log. P.E. 3) 767 (419) 2WI740 PE43409 (31d655 � man IGMV017 IWWW17 10222017 11121211117 Approved Revision 2017 Be VNndowa and Doom celsaw. MNldo as eaOCeYear"• mum" CMpartoa Naive* Evaluation Report from a Berm Swinger Luis; R Lanes, PE Steven M. IAloh, PE (717) 35633M PEd2514 (717) 3174WU beld npwQMwU.awn 10012=17 10MGMI7 +Of2620/7 11122017 Approved RevMM 2D11 POD VAOdom CaubCeseeeaY: Mlaorw Mess Mpertes Massasoit,Mo C"ItillratlOrt m or us": (�tpcase)4MkardOaM SODO-Dili MkMW)Gde BODO-VAL (766) 516 26W 12/OSM7 11115rp17 120DOW17 Approved Revision 2017 Jrnes Hawle Bueep Products, Inc. Paver Wei SW4d �� coaesa+tes Meeaab EwMwtlon Resort front • PkgA■g Zhu Ronald LOgewa John Soalnrd, P.E. (B0� 94i2927 PE-24121 (S� 367.2326 � Ole.am 0r262g17 osco g17 01110=17 WOW? Approved Ftori08 Registered ArdWad or a Licensed Florida Ao/eesbnel Erve" FWVs Rt pisiened Ard*W a a Lkwmod Flo Probesbnsl Engineer P1IM4t" P,,d a FIMIN Rog*** Ardted or a Licensed Flu ProMMMMI Engineer randI U and 200 8 Lao resiaatLJddMo0Y0 In Brim o B LadPleased MadeL Member or Mime PrsOotDonfindm 2mmmdxmd3t2ojm AmrovedBar LAW AEMn.MLom lsHvmz gWkloi Yea gniomm awm Promise Lag emmmuamgdgon AmroviedBarUse ApardivedBE.ge 1.HVHZ Qumkkmm lisival SeIWn 21da htem 1 Muaarfor AMDoles ratrWtdox+ AMmimemWe" 0&r162021 YM Yes Yes WA LBE goo La■ B SmoMMtmlgi Amatead for Use Asisroved ,MLIMt a lLtO@>i gwa0elBMli Yea BeYMOt gate laaMes 1 a. 44uotFeerCMM o&gWQ , ipnkBmoaMBteMpraR, 6&MS &*wtinpod&gwt Gland Fewglaw 12031=1 No Yes Yes WA 2 5704 Va(" AMadden Mullion 12fJ120/8 No Yes Yes WA 1 CerpW4t Lap Soar 1pPoMwt sip Mains 11312020 Yes Yes WA WA LOg4sa71de Aq,MtCWnkCreAkpoL or ipNCCMWcCnk Skn*Door-1X)+Mabe ar Oub-*VCattgurabn Rutldptok -8.-a C -� _ Ca > O CD -�-• L CD CLCD Q' C: O O C .� CU U -0 0- O for^^ a^1 O a O ca.O O W CU U- 0 • W =! ^, W L- O ^ #--a O Q- i i rr�^U v, C:)- O as ■ a� W O L Q CIO CL C O L U U m W Q Z Z Q J d SHEET NO. PA 1.1 Florida Depart(neM of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail papa 1 «, 116m1e Florida of Business & Professional Regulation Department egu Building Codes and Standards Product Approval Application Detail paipe, «I Ir"Is Florida DepanhraM Of Business & ProfesSlCnal Regulation Building Codes old Standards Product Approval Application Detail Pape 1 d i Iffli Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ppr1«, 1161 -s--f � j U O O -+-� L 0 \y Q O ^ � CU -0 1. - -4— •f1 v, U +� v+ � � ; ; IR � V ♦��J Q O - O O O �..�.- O y— �`f`/r-`-RVt/� O vJ Gj -!-a a CU O Q 13 tli>�a 2mk bay or Rik Rik WaErdos 121K m= ME" lltm&o= geoa leercLUMIt Yiadllah Yildttid attleakd IWLMNDnl Amend W0t Revision MIT Jana Hyde side" Predueb, hlo. PNghwp Zhu Rosati L opera John SMAh rd, P.E. 0s262017 OB4Dt2017 Ot/282017 IOMOM17 Approved Colossi. POW Waft (908) 3492977 PE-M121 (JS?) 38/-25M euhCedpmY: Slokg PkgM� sir Cerptnla Wentd: Evakwdm Report hen a ds.00m FN,Ida RwpYbntO Archtedr a Lhemad Fbrfds PrdwatorW E1n0+rnak rtmmn#eti gmdkAm Arranged for Use Marginal go, bmd RWO aea SrodDOEtMtl t In!lDlt RiaIM! faaJT Bt1Ykm PJetn 2 tlardaPteNr lap Siang a sa1W91ram Ya yes WA abraanrd teSan Fupts3n4u cam smaLgE Ric Rir RikLeaMal gas MOM Ytolm MaddaMtau Mad loommm mm Immeam MOAN LieWW ZWLAemal armres boa Revision 2017 M Wledaa and Doaa Brrd bpbgr We R Loma, PE Steven M. Lhloh. PE I WM?017 10162017 702612017 1211202017 Approved Ce/apory: VNMow$ (717) 385-M PE-42514 (717) 317-8464ch succaletO+Y: M�l lope besigwrQmlwd.00m Canpbae Weal: Evakrtion Report from ■ Florida Registered ArdYhG or s Licensed Florida gbD�-prpesy 2mdkAmeoe AfromLM[lo AOMMMftrUm U" 2Wm sea Praised �i g�ffil Bohm Broaru 2 6754 Vortical Marion 12/31/2018 No Ya Ya WA Mode Model 2ok imalor felt no ANLBoam Wit limp Yaws Mimtratoc gum lWairiLaiar Vld.Wft )Nod" aabmw MAdessivel Asonoved ante RsvNNn 2017 POT ►WLVV s Dan Ri/rk MImmFCads 8CC0 -CER MbMW)Sde BCCO - VAL 12105 017 11/1611 12AX=17 Approved Cetepory: VNrM U (941) 488-0700 p881315-2690 tndCabgo+i Nasals tln�ppaMaaM.oOm Cewptrae Mesnod Certification Mark orLWrnp gela.Aiuve Ag�.gr Aga>:nliltcge lted gWe &a Lam otom bnmabi >bamlmmi arlmal prrfae 1 Mwftm forAN Door end vftxbn Aluminum Medlars 06211 1 Yu Yee Y= WA P 290 Fmowa Rio no gaLbosns Rik MOM Yoae Mmdarrr gamsa lmYreLLker 1h10sY4fet Mid" awwom tll A,,,d AsatafW Dana RevNton 2017 Jana MCNN BuMrg products. h0. Phpaarg Zhu Rmsid 1. Ogawa John Southard, P.E 06252017 OW082017 0l28/2017 10110=17 Approved Calk9o+T. PaMI Wets (9s.com 2927 PE-24121 (362) 3s7-2626 MukCalegary': 8kbg p4n(plergshu�Jwrtashar CaepWae igeNe+b eaYrtal Rayon Boma de.mn P WpYE reds or A licensed Florida H set ammkam ge g � � 1 CenpWdc LOP ewv aat wwt Np *Wimp 12/31/2020 Ya Ya WA WA Florida DepaMbrEt of Business & Professional Regulation Building Codes and Standards P401 Of 1 home Florida Department of Business & Professional Regulation Building Codes end Standards cap I of I Iffli Florida DeperinaM of Business & Profasitxtd Repudation Building Codes and Standards Papa, «, ,ante Florida Department Of BWiM6a & Professional Regulation Building Codes and Standards pap, «t ,lemla Product Approval Applkatlon Detail Product Approval Application Debit Product Approval Application Detail Product Approval Application Detail z rat bM Vede Mmtaeor laDOLa raDVA laser[&lace botdMdMt gale no WkBlsaop Yeldad 660" 9gagood Rik Aemnd loft RA&2724U g9at Amp Yale M idlest al emcee goon leeeaALMa molimmm gist gMI iddlkd Bmelad WltPsasioe Rik fwammw Aermmd !ma Ba]AV2.M 2W TIM YeWe Mee act ra= lOMereLLkaeee YtIldtll4lht Rik Rio 00iPfamt YeYOtkd DnhmWW FICAaosml go Aemnd ll" FM*12&M 220 MOM Ytmae ktedi tax lmtx goad laobioALoar Yddlkd t Rik Rea overpasses milidd a)slded FWAotod Rea Aemlaa Mma Revision 2011 - NO aeaOYg Pmduds, he Caeesary: Pais Web suhCabpmy: Bdug Cali - Woad: Evekrtlen Report from Fbdtla R"Wfod Architect or a Ldansed Fimpa Pmb.eWW En bview Pi g"Q Zhu ROnkd 1. Opera Joten SouhW. P.E. (90%3401 PE -UM (362) 367-2526 der dW. 092820/7 OBN9.2017 08282017 10110=11 Approved RGVWM 2017 Abbe Cabgry: Parcel waft s+atcaboaci Soa4 C.wnPirw Mslhod: Evabattlon Repot from • Flodde Registered Amh bd or a Licensed Florida prdaalaW Enptaer Nick: Thompea Lyndon F. Sdm*P. P.E. Rya J. King, P.E (330) OM"B9 PE-43400 (813) 7674M mMapsem®aMNe.mm 1004/l017 100V417 101112017 17I722017 Approved Raveled MIT ANNe Category: Penh Waft euBC@bpery: 9MIb FbMii Rao 1 A A &Aod W 0 LNemad Floddo Probi EnOkaer Nick Thonpeon Lynda F. Sdw JA P.E. Ryon J. King. P.E. (33%922-23119 PE43409 (813) 7674666 �.com 10/04=17 101032017 10,11,2017 121122017 Approved Revision 2017 OAF Carifili. Roofing tubCSMVW. Aephat St*VM FNida llit 91 AR11BedWt or a Licensed Pmkaiw* Ergkar Mkdal etlen Robed NNrniwn John W. Knslevich. PE (800) 766.9411 PE4916e (964) m4224 matWm®patoom 09272017 0p202Ol7 0112t2p17 12112J2017 Approved agin iLaLemka Aloe C S�WJ aRiIe IaH)aJt � Pnrtl HCiiTaiprmisk sea Prodigal Wrb6 Wrrnbwr or M.rrr conu.ulaaoWaWb In"M Fnaam PMO n laaa Redtefatman Dab ae e� Rnkt m preps BC ie!product udt orientation f�B1aJ.�Rik Manned a[!at Aemnid for at a.Iaali mm aWMam gadm !'» 2 NPtrat nMMLap Bong feaastnem lap stag 1213VM Yee Year WA WA i 6 &Wok2T&gW1; Soft Veda sops vinyl pea 121J12020 No Ya No WA 2 b. &WAtAOMM T4dquok 8dlt Red or Said vkw son 12I312020 No Ya No WA 1 C4AF Asphal Rod BNnpNs Wo , bmhdwd. S49b and 10202018 nmhiMP W �s_ No Ya WA WA Florida DepaMlent of Business & Professional Regulation Pop l or t Bu llil Codes and Standards 1larlbt6 Florida Department of Business & Professional Regulation Pa Buiding Codes and Standards 115 «s Fbrfda Regulation P. p., «, Building Codes and Standards ,ramlk Florida Depar6rant of Business & Profeesfonsi Regulation I'ye, «1 Building Codes and Standards Ifii Product Approval Application Debit Product Approval Application Detail Product Approval Application Detail Product Approval Appgication Debll g SdOe 7mt version Ned !Meta goats loalorttllrel Ydigu JBt tale Rik plaf%nMm Yd ifs JiMbed 9EAeranl Galt Answered bWt Ba1soom gill mm version Meireaa EBWor Co ad to auLLUMM moon Jet Rea 20 WOW &*mead gaaLam grt MiLammd awnm Let PLMM8 t2 glee mm Yemfe Ikmdralo[ aatlltac Sreaa lodeaAlalri Ye *A" Rea Rik RiY.Peoio Yei0m0 aYfakd FMAaomnd Rik assumed attic PLIhM@4t2 Sdde MOM Yaaaa Maidmt amowa Sdooa lBoeoALree YJsdatMt Rile go WkBsk" MOM aufmald PW Assumed am Ae®oa loft Cn Review MIT TAMLO SUN" PMOJCtk ben. Category: ROo1hp SUbCaboWy: Ur4WWY MW Caperae Retied: EvaYredon Report roan a Fici ReV' Ar lcbd W a Ltanswd Fkrloa Pickett" Engiasr Kati Eden Zachary R PrW Lrcse Borden (417) 62446" PE-74021 (334) 300.1800 konLedraNstarrilid,.com 1011612017 1DGM17 102W2017 121121 17 Approved PAVWM MIT LV. Thompson, he dui Thompson Am bMW hill Caprry (TAMCO) Ca%gay: libai Subcategory: PAO" Masai 00 vent an hiep,si Pan f oo K.A Bykam Casprw Ilslhse: Evekraon Rayon hart a Tony Christman Zachary R. Rick Lodes Borden (813) 24634W PE-74021 (334) 300.1900 10M012017 101a2017 10M72017 121122017 Approved PAIMM 2017 LV. Thompson, Inc. fibs Thorr:aon Amadwctrral Mebb Corrpeny, (TAMCO) Crftgry: Roo" BwbCabps ery: Roo" Aawnwi tlatt ra an Si htepral Pan Nm k Evaluation CewmObrnae Meted Evekat,len Resat Ban • Tony CM~ Zachary R Plot Lacbs Bowden (8i3) 2A&34M PE-74021 (334) 300-1800 knsylifiganeWrooag-tom 10102017 10(17 10/172017 12112J2017 Approved Revision 2017 L.V. Thompson, Inc, d e Thompson AMtlNdural Melds Company (TAMCO) CoMacry: Rod" e++lfing : Roo" AaeorM Io on kl emts w ke4Rr Padden Rmag Cawplaa. Waal: Evakrlbn Repot from ■ Tory cm~ Zachary R. Pdpt Loft Bowden (e13) 24&34W PE-74021 (334) 300-1800 tanyllacmistalmodingi 101,1011 10/102017 M72017 12112/2017 Approved Plprltla Reptebnt0 Architect or e licensed Fbrtfia Florida RepMMed Arolnbot or a Licensed Fbrats or Florets RepieYred Arc/ntW or a Lkatneed Floraminagibidisk ida Rdaeloal MVhmwr FToleabnwl En~ PM%ubal Engineer see! 8 Na 16UL gmdkArltaaM Asphalt EMONLIIMI olprsioBa 01AT2019 AeogifififilbLitl Aggmndktlat rime Ya Year kind !lWA WA Wise Proses WA FLIMMSM aa" Foradisid, 9lafetAmoor Emaidamodow Agencies jor Use AmeveddlW K olAam nuroimmi alyd avib m galls E m Hurt aria LOMPJ>mla 91alOCArnnar a SolhmLz hmoNL2 AoomsuOfor Use Approved for Use t klaabi Oleldtmabi !rose Boom" 12We E m HlfYlLaaato�llk Denas [meldgrmgtlon sdradetdalaaOir Anwayd forUse Ace lbrIowa iaWAM gMtddtbAQQ Bob" Risen E m 1 TAMCO Flat Top OBANps VOm with Bi%for Title 25 Vs. OMW rod vwdlgw wen bald OW0W2028 Ya Year WA WA 2 TAMCO Ooseenerk Vdi 26 ga 090P20M No Ya WA 4V42.5 3 TAMW Off -Ridge Ralf Vent with Bald 25 9w. abac roof vwdsw wth inbg+sesd bete oemori 2s Yee Ya WA WA O Florida Department of Business & Professional Regulation Pepe 1 sir 1 Florida DeppMlent of Business & Professional Regulation Building Codes and Standards Pari V6mis Florida DepartnTarn of Business & Professional Regulation Building Codes and Standards Pop +a+ 1MM1s Building Codes and Standards Product Approval Application Detail In261e Florida DepaMlark Of Business & Professional Regulation Building Codes and Standards Papa, «, Product Approval Application Debit Product Approval Application De it Product Approval Application Detail � ]Yap Code MiDldefdY[!t dI 9L £4mt6 Eratrser a ueerueyMldked By gtL• Cal 11 ok. P.ndra Va2112. )$RIDDta FBC Amroval g� APgo §iffiLIt i Bad B� Real ]yap Yoga MeeYdegilga gnma rgg" loommLLLrr! bdedum gist gal DOM Pees )WM" lmm d MCAgOmnl Rill aemnd BMW QM I= Yamlga Maideaggs Eddie lgroioAllraet mium m Rik Rio Yard AN&Emd 2MLBMNM Wk zrlamm d hmmud mom R.'Asimn 2017 Lananco, Inc Category: Roofing Andrew Caner James L. Buckner, P.E. Steven M. Unch, PE (501) 982-6511 PE-31242 (717) 317-8454 04/D92016 12/16/2017 04/152018 061 Approved 221k mm v mid Mmdieor Ermaw gaokat lellrrALlrar YMMrdAt Rea Rik Dab passage YeitloN a,rmeW FWA,umd Rea aovmad era U Revbbn 2017 LV. Thompson, be den Thompson Architectural Me" Company Cmgmy (rAMl Calagry: Rodbg Tory Ch has Zachary R. Prick Lode Bowden (1113) 2413- 6 PE-74021 (334) 300.1000 urwagrpetikoobv pppn f 0/102017 10MO2017 101172017 12112/2017 Approved Reviwon 2017 Ronda Mick Prodmlob ha. Category: Roofing S+efNbgai Radio Accessories that m an CNrk Jones Janes L Brdier, P.E.O Mdwl John Riser, (904) 7654400 CBUCK Enghesdng P.E. dlrlcQbamoo.00m PE-31242 (5 1) 414.7557 1026f2017 10/004=7 10272017 12/121 17 Approved Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report home acarter@1orlon, Revision 2017 Bonk PAO" I MwbKAOaw Cobsow. Rw*e OWBCaleeory: PAO" Ties Thomas Jor.rat IAPk10 Urdfam Eval ation Gary W. Water (602) 200-M Services LLC- (205181 6anatsjwmraplpbor*Lw 10118=7 1OMM17 10212DI7 Approved m — SubCabgay: Roofing AooseaMs Oat see W Ydepk Palo tits Roods Coapgrao MAad: Evid 11 Report lima ..egret Pan fibs Raobg Syalan Coesperaa Wood: IEveisali0n Repot Barn a Flond. Resistants Andsact a a licensed Florida FLOITMA3 erodeechhect sir a Licensed FtorMa Florida Professional sesame Engineer Prodr+eb PLBMU4tti CeemPteaa MotaL• Evekwdon ROW Born a product Evakraon �tb' products m Rodds PAOM W Amhbd or a Licensed FIOWa mobubnsl E-ok1 r R01a.elornN Enpiwr Sour Produ« Modsi. NuMar a Name 9ualft, 3tfagma Product Descrlebon Contra« EmlMlm Daa Aoorovedf«Use Aowawd for Use )n NVMZ Outside NVNZ li RPressure 0951- Contrast Eashadion Agagetaillagn Lho Deb IN" Names alft pressure BAtIMUIRLEMdMM a00nged IN Use Aatn&vd for Use lm" RIME aeea IklftP1 9 odMae fmaweJlYIQ Angrogedforthoo Mammal RiWdebaflQ to, this, Maid Homo geibm P2rYt1 i Deck-Alr" DA-4 Lox Prone, Polypropylene Reek, Roof Vent 07/102021 Mechari Attached to Plywood Deck. No Yes No -97.51-97.5 27 yite gyp Medmrm Pmdie - Denver 10042018 No Year WA WA maa OmOrdamkmlwe fdoma zukideRia ItllbY. asumLm Y Metal Pmm o 3 3 - FLAMCO BduotRV lO RMgw VM r&Buot Menkem mope VW6 $orpBClred mob bbrlowled 1201 No Yoe No WA 4 TAMCO Routs Top 00401 Vent with Baal. ter Tb 26 OL Wage rod venaeb With aW oviosnn Ya Ya WA WA imm o.026'AkrNlwn cl 0 Florida Deparbyant of Business & Professional Regulation Boding Codes and Standards P.pa, d t Iffii Florida D Wwbyant of Business & Professional Regulation Building Codes and Standards page, d, ,N2O,s Florida Depwbrwd of Business & Professional Regulation Building Codes and Standards Pepe 1 «I iltmie Florida Departmarnt of Business & Professional Regulation Building Codes and Standards Prga, «, 11512018 �✓ Product Approval Application DeWI Product Approval Application Detail Product Approval Application Detail Product Approval Application Debit U) Morelli1Sam4bm1 gads MOM rides lYodelm[ ElIkLa Srimea lealer3J.aior YeaOrdJet Wit Rile 2NL o" Ydd" ambo r 9gAemnl gas AORMW soma raft MOM Yoke MmEaeat soft Lor good lMAeoAlM M immom.®t Grp pre Yellow aWdtld DatPAMMe gilt FOCAeeml aemys0 lea lSatMt311 S96 mn vwslm Ylmd6Wmc Emawor sowm leiNcALmM vwdatedw that Rik A"Lba a 300" A9kM W ffi.aaees.l Rea Maros sot gale Mad Version, Mmlaetd EmaEa Omen ZONMW3.LaMr yddd" Rea no RdLba lee XtlOrd ANkMMM PICAe[mtl Rio Answered Dafit `V Revision 2017 sort Roo" I Mon*L ml" Category: Rooting Aatcaesfill Roceg Tke Cog*r a Mo&adt EvskWlon Report *am a ProArJ EvaluWm Entity Thomas Jammed MPMO UnIBMm EvokwAN Gary W. WOWS Mai 2B9.22r ervloa LLC. (205) 8s44160 tnarw.)WnnVOtObOfW.00 m 10/16 17 7o062017 10I212017 Approved Wvbbn 2017 gal Roo" 1 MDMWLusfe Loom: Red m SubCabgow. RMA, TIM Ceatpbrw Wand: Evakwlon Report Bond a Product Evaluation Entity Thomas Jammat LAPMO Unsomm Evaluation Gary W. wow MM 2M-2208 asM4= U.C. dos) p8401B0 sanw.lanaralfOBorkAo m 10/182017 101 10212017 Approved Rwklon 2017 Sontl Raaang / MonWLgkb Cab aW : Roobq Cowq wm A Rooarp Tin • Product Ev"wi aft Tama Join MPB4O Untom Evaluated dry W. Weber ton LAMM 8 Services U.C. (206) 861-0160 tlanw.Jemrtmwi@Doalao finCerptrw IQMG 17 10062017 1011 Approved Review MIT Bork Rosihp / MontenDsas CaMSo+Ir fiooSrg aabCabgry: Rooag Ttes alettpd Evwsatserra n Report Ba• Product E,/ab.a0n ErMy Than= Jamnat L~ Unarm Evs4Nan Gary w. weir (8021260.22Ss Services U.C. R06) 861-0/00 V+ornalenarneitiaDrN.oe m 101e2017 IOA)0 017 10212oi7 Approved � O FLAT24&mi Prodkieft 8it�lPmdVdl B8tl�12mOVm B Q JaldkAaaeoe AaRMWOKUM AmrmMfaeYf loom gt�a gooLaaatore Anom�aalltp AveragedliLWas"t Iced a Sans Arrow Aeoa ediaJYe Abalones Use er he grog 9e Managed gg e ole Ilea 21m a CIO AMA ETANLOONLINOkKALUBM Embdamodgm s intoLK AIML21a amau owelso WAM lineal prrae sea EM&OLVMdtLMWDbKAL&M B26OLRENOW Sdesrainb§R 21M omali O bd& Deli Roam E r are EMONUAMPJ9oraOrfdolaa Sd paw Iab08a gnikkj= amps[ prams !ra amewjkddibakKALSM emlurtRindeYia 20kmLJOmblgaao InM i Ruald.141 M arYam Bmme 26 visa No Medium Profs - Lab webs, FL 101062018 No Yr WA WA is Seem 900 Flat Profs - Poste, CA 10042018 No Year WA WA 17 a E Gantry pbb, Hartford Bale, sake, ebb. Thatch Flat RWN-8bdan, CA 1004=111 No Yet.WA WA +s 84aay 900- country, Bede, Shaft damp: StateFbt ROW - Madsen, NV 10110i No Ya WA WASPOOlOM C }, O 2 Florida Deparby*M of Business & Professional Regulation Building Codes and Standards Product Approval Application Debit Psi Iffli Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DOWI Pap., «, IMMIe Florida Department of Business & Building Codes and Standards Regulation Product Approval Application Detell e I «, PapIffiWis Florida Dep8 A111SM Busin rat esB & Professional Regulation Building Codes and Standards Product Approval Application Detail Paps, «7 11/10010 ICU 13arJ"4h1 B,1T&494"1 H2f t L U gate Dma Yemaa ReW M 2011 mmiome ark Roolk / MonWLIe is Camowr. ROAM SubC.Ygmy: Rod" TIM composes Mesh EveWtlam Rpod B0m e prods! e4kwm Beer!98l�ti�t lmllrS[ Sdgoa LEtaeaALiror iddomD,t Thomas Jim IAPMO Unsomn EvwkwAm Gary W. Walser (802) 2W-2266 SWAM LLC. MM sp4-01pp �ce m 210 Ries Deb -Peme badead rift!" FMANOWd 10/182017 tofs/M17 Rik aoognd 1(212017 aoa Approved 9291 mm Yamae Revision 2017 Meador[ Bark Roabg I Mo*6)kft category: Rodlrg Sa*C4tegoq r� R-ft Ti- Cosmpessw Madinat- Eveirtlon Repon from a product Evaluation Eday lalhLa Sdmia laMoeaAllror rildwiLk Thomas Jmmrat LA~ Uniform Evakatbn Gary W. Wow (80� 2B9-T1d6 Services U.C. (206) ""IG0 �.m m 20 Rea kdd*A DWmild 10M620I7 101084017 DomPOWs= gap BICAomud hoomnd 10212017 Am Approved Sr40e Amp Yade RevlMen 201T Mm� Globe Pnoteceon PnMurte, LLC. �: Storm Paulo Coumptrrse Metal EvaWtlorn Report Bon a Amtnbd or a Licensed Plosive !Nola Sdmaa lmeiewiLYam iwkmmDY Tin Robinson WkwA. TIM Jr., P.E John W. Kraadch, PE tm oMnoor WpMRwm PE-44i67 (964) m.e224 Qm ges Dow ftnilm Yddrd ambmm EWL62amtml Oa0612017 osai2o17 00/11=11 Rik 620000 12122017 Dora Approved � mm yesel Ravletm 2017 Ilmlaen[ Olobel Protection Products, LLC. Category: ehatbn Bwboebpory: slam Prate COaptraa Method; Evaluation Rpm Bon w �Ripll tlmtact ora Worried Fb/Me Knows[ Sdokd looballiraor YtYOoiamt Tin RobYaou WWwA Te Jr., P.E John W. Kneasvidl PE U 6r-7646 PE-44167 (plot) m4224 tlm.ratron�pem.c0+n Rik of Daleeteoua IOtuld M&MM MCAmmnl 0000=17 GIM/2017 gWI MATT gale Apomtd 12//22017 Dkaa Approved � Q Z Q B Probaki E Engineer anvil Am Averaged for AomamktWa lmaa Ride gmdkA a Ae MMdJK le Awninged to, U- Dort Orbs 8 —I sea Is Sumy ON -Cow" Bab. Batas, eve sans: spat phene bmwagogdow Fbt Proaw - Lea Ref We, FL 10041201e hlJfQli 20MLHM No Ya ark" N/A PJame WA 20 BMW ro - sake Step; Bab 92okwim&MWLRO Fl Prolft - LWM. CA 1004=18 INHYM Outside NO HVHZ l;rWim Ya KIA emtte WA sea 1 20 Gags Gdmftld Bteel Storm Pssnobs F2 9laalwaidmor Cmupeled Galvanized Bak Storms Pwneb retained 121312019 ornot fey tacks te peo' hurrlom pretedlon. ADOMMW ftai aaognOaWn !aloes cklhw&.WAR Ya Ya bled l?laomm Yee Wee PJaiMe NM sea 2 24 Gape 12a m*w a" Storm PaseNfili grdatAelaese pr�.g CwnWW GaNrnbed Sbk Storm Paab retained! 12131MDIS or me by tacks l0 provide hurticaa pretedbn. aoto. d faCge ago ... dforthe lafami OUWAD OaS No Yee lm d FAIM M Ya leas prams WA SHEET NO. PA 1.2 III -L - -1 - - - - -- --I I I I 1 1 1 1 V I I I I I I 1 11 I'll 11,11 11--1 11 1 - - - - - - I . - I I-] -- I �11 I I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap I of I 117001 Q Qft Erallv or 211t 2im Date PMOM 912 PLatoosm TV- Vandon mmutadunr Conrad Engineer & License Validated by validated submitted FBC Approval Approved! ReAsion 2017 AN American shutters and Glen Wire Barbieri Frank L. Bennardo, RE Troy Bishop, PE 04/20MI8 10/20M17 04120VIII 06/12/2018 Approved S96 min vsma MMM&OM Cat.goal Sh tuars (561) 712-9882 PE-0046549 (954) 947-0880 subcategory: Storm Panals inkebliIiallamericansmitte Revision 2317 ffw st"*4 cw"rawA GMW I Compliance Method: Evaluation Report from a ir..Corn COMOW. svuo" cwnpwwft Skilacnalsory: Theake Pion Florida Registered Archined a a Licensed Florida Cowqilwm NWw* Ev&kwtlan Raised Ifican a Professional Engineer PL�hIBB34tt Waialeale Product Evaknim El,* FL&IO�P� Amid Product Model, Murnblifir a Name Product Description Co!Vj=, Approved for Use AgoravedforUse 1113111rad DISIM in W&Z Outsift KVI2 Rissistant Prenusurs 1 249. Get -ad Steel St., Panel. 24g. Galihninized St" Stom Psinal, IW1/2019 Yes Yes Yes NIA ffw BCGLvpkw HVW obwvm (H &wm; 3) Florida Departn" of Business & PmftuwW Reguiliallon Building Codes wild Standards Product Approval Ap~on DoWl pail t,ums FL*I000m 291 2WE 2OLhods 2ift gab jilliallaid FOC Aakishaved Alistagal am BM Version vashalm SKM Lo.16 10C Evaluation SWVIW LILC WYEM M. Rel , PE OOMWA17 DW7rM7 OW2irAI7 Approved RWMM 2017 Ill auk" Campania Group W- (647) 9184473 (407)681-1917 sk all c4fifilsonakee ipbeftown y; Trake PMn - , ' EvskoOm R@W filarn a Product EVWUWon E" 9MMILAWMNN ANUMILkgE A22MndbLUE IMMM 2@MM riggOL2001" maw In HYM 2MKVLt= affiliall pfi�taIa AMA &%w connector Plob 1211 Y" Y" WA WA 2 rrw BCOMOM " Pit* Flonds D*pSftWt of Mm"n & PMfo"MW RNLdBb- PaI Florids Department of Business & Pmi6mormd Regulation Building Codes and Standards lawl's Building; Codes and Standards Product Approval Application DeaN Approval AppftoU- Detail FLRloN4u raft BM Manatees 20 20 Data PNNNM im� a� PWADMMM 21b alosm son fddk mm MmMo lffiadoMm laws aft 20t 2MLBBMK 201 Aub� aMAOmM ARIMad avm Revision 2017 ITW suating CWnponkknta alloup too. CmNVW. SkuokM Cwnponwft ratficiatiew. TAM PAW @#lot Evskwdm PAPOR than a Pm*jd Evok"w En* FLinses4m r,,Ib emit Lewis 10C BW#Aftn $W11W LLC VMN M. RWWL PE 01110`1020117 O&W,2017 (847)9184473 (4M$oi.lel? 02MIrAl7 Approved Rw4Wm 2017 WT*k Industiles, lim Caspar. strud" Compwwft *ubC@bgwy! Thaks Plain C - Method: Evaluation ROW lasal a Product Evallason Efft David ICC EMkwkn Standoe, LLC 00 Evaluation Service. IORNW17 loww"? 100:2212017 Approved (314) 651-7480 LLC. dwakillifinnacorn 05) Small ARL9 4 rrw ificalwove VAM Apommad far tam Approval Im Use 2inkidEMiNgIL21K k HINI Qm%kkk= mma Connector Fbb 12/310= Y" Yes mima 91" Batiall language WA WA ="O"W"bw,N� gOdkAMMUM Aboamd for Lim Anionsal IN U- land 21MM Product Dnadodw 92*nUbatdML20 In Hilm Oubkb HVHZ Bohm P� 18 go. supar high **VM truake connector pkb Yee yed WA WA AMMLGNM I I gookadmb I Florida DWwUned of Busirtass & Pmkuwnal RegiAd- pop I at I BLiMft Codes and Ste lmmis Product Approval Application D&WI Forids D"ftwt of &Amm & Proftwonal Regulation BuNding Coda and Standards Product Approval Application DOW Pap I oil Uml FLI"s"4m snft or Do 2im 2MLawn 20 ga diaMal FOCAmvmd Approved ima M111111 voymn valiallifiatial $had Leis ICC Evaluation Servil LLC WNW M. Renied, PE 001fillill (MV07=7 011112101 Appronall Rivilikkan 21117 ffW BWk*q Covp"mb GIVup W- (64ninsem (407) 681-1917 cawwr. $hK"* cwrowwft 001h T� PM" C:ow*N� Noft3* Ev&%Mdan ROW flom a Product EVMMDW En*i gmwkAmm� Apprand IN Use Analogical far Lbo lffmot 2wo BLOO in 1111I 9mokkmm BMW" ft- aw mom Connector Pmb 12fI yes Yale i NZA 3 FTW 11COAMplas Trial Flonda Depeftent of &mms & Prolamoniall R"ulatm pagelorl Budding Codes and Standards lmmis Product Approval Applka#m Detail! sok Sell or 20 20 20LBIBOR 20 mm varation jaMM&d= im� ZWAmwnd anomm am" RW�mm 2017 Wrok hadvellies, ft OWN Vftd 100 EVWUWM SWVIPO. LLC 10C EvskmOM SerVko, IW19=17 IOMSM17 100i Approaval cdopr,r sanack" consporkaft (314)861-74$0 U.C. Satictialial Truse PM" 590,� 1 - - .. . Evokodw Rapost ftm a Product EvskMw Enft Adwomd a, thas IMW 21WM ow Pf�Dmwiolbn In WAR 9WAMLt= BMW" P� 2 wi Is is go. Inake connector ON* 0ififirm Y" Y" WA WA anuwLgba RA21ff4t@ FLAIlzrm go Enft ar 29k 20 Dow PWNNM 211111 21111111 mm mEdn m� g� toommLLLIUM YI&NOM ismod admod EWLANOM Anow amn LM Moobn VMMdiMm Revision 21"T WT*k Inclukkalika. I Dam Ill 1CC E� Ifienell LLC 11100 SvWtuODn Service. 1001912017 10119=17 10I Approved pAvwn 2017 cmowr. shxkww cwnpmwo (314) 861-7400 LLZ. casomr. studurat cmvww" saticktakiparin Trust Pddn dwarilifint own (205) 5N-UM SLbCmbgwyt Knomemd Lumbor Cossisseastal , :Evelikaffifivilitakpix1froma Diseases- Method: EOwuw Rom from a Product EvWUWM En* Product Enk"= Erft FL&nff4tt Proalkad, RJBW46 gmWkA� Aow4wdfwtl, AmwmW lbr Un lmma 219M lag �LN=Oww)bm pfodmpnodwan 2annaubabomim In Oubdoifnm ANN" Pn� ProdudModaL NunbwwV� 5 MT2" 20 p. high savings Intel owisolor PMW 011I Y" Y" WA WA I Mwolbm ll "mama FLMW4M fAk mm mmwm mumbibim Revision 2017 Wrok UKkMb%L the. Causal shmk" cwowwb SubC&Wg": Trim Pbft Cow4M� LU*at Ifieduartion Repaid frons a lanall Evaluation Ell* AIL9 NWAW,Nm 3 wriam A� Flonds Dopftwrt of Business & PmftnKwW Regulation Pap 1 or I Building Codes and Standards 1412014 Product Approval Application DOUN Sell or 211a 20 RakfmLfta 21M Agladdad PW Ammvai hand a" Stuart LSWIS CC Evokobn Servot. LLC WNW K Rankark PE OOMOMI? gal 0111I App(oved ($47)918-6473 (407) 581-1917 1 1, , 0 1* - .- QmdkA� A,,,,,d ftf Lke Amplomd fm thas ]Mat 21ME Pl.d.do .. r-- 21111,1421,1111kill In III gwodkm ftwom Elmuffit MOW COrdOdW Phft 12PI Y" Y" MA WA Ronda D"rbTwt of Busnm & Proftse=W Regulation Building Codes and Standards Product Approval Applicadoin D@W pop I off I immis slum 21b 21b 2MLbBMM 21* AmbmlW nCAORMA AORDmd ANN David ICC Bvikkaskon Servoll. LLC too Evelluation Service, imomil lom9ml7 loami? Approved (3`14) 851-?480 U.C. dworioffK� wifilism"N 20OLd� Aawnyed far Um Amprond far thas bow 2no Product Dmmdodm 1. "M O.Akb WAR Riallill pressure 18 p. high strength "I covactor pit% 011figlam Y" Yee WA WA Florida Depefterd of &mww & PmftnwW Regulation Building Codes and Standards Product Approval Applk4idw DoUN Pati 1410114 RondsDapartinat of8uskwm&ProfealorWR*gulebw Building Codes and Standards Product Approval Applicadon DateN Paill laws 20 20 Came PMUNM 20 FLOBW.M ON Ilift 20 D@bPmwim 211a seam z yda*Ak Ydi" ammww EwLhmmnd A=Mnd own BM vifinalwas madmom agum IN� k� Ablifilifiddad FM Angell hmmud am& Rob lialdift IOC Evaluation Sarvice, i Janata; A, Rathentin. P.E. ovnml? 013`201 07103=117 Approved Romm 2017 Vbywh� Rob Bakhalin ICC EvWoagon Service. LLC - A, RohIM, P.E. 0111I Pill 07)03/2017 APPMvod MIM 04-6470 M*03i�-1344 P -'-stsockinticaffillikka'" M 044M WO)SWI344 RDbWtSaWWtHM�Wi*ft SubCobomy: Efiginfiered Lainfiblar Rokkattaidiallailifiveywha I N - msdm* EwAwdm Raw fivan 4 Proll EVMoW Ell* r.ow4m pm2dmdn ADorovod for take A2KEMgBLVA MRO 21dw gmdkAm� Anu,,,dlUn Packaged for Un am gow Conhmd Em*mbon Dab In III ammus prym Bohm P� aw po�Dm� rdmumLaubdmLRW 2ddftl= mnkbm Pro� Lwnhdod Verear Lumber 0313irM9 No Yee WA WA 2 Pffolm swam U~ 03031ril No Y- MIA MIA Ronda Depeftent of &Anon & PmftuaW Ragulstion Building Codes and Standards Product AW" Appillication Ddd papicel iffital Florlds Depwbrmt of Business & Pmftmonal Regulaton Bulkhrig Codes and Standards Product Approval Appkabon Detail passidt UM40 FloddsiDepilutinkim ofBuwm*&ProfessimWRoguhtm Budding Codes and Standards Product Approval Appiketlan DoWN Peal 14=4 MorAs Deparlinkill of &mms & Pmknmnai Reguistion Psill Building Codes and Standards immis Product Approval Application DdaN RAMff4g S21h llik 21k Dab PMNNM Rik P-MBW4til 20h 20 2de D@bP� 201 amm6um 2m 20 20 D�Poodho 20 Ftmome 2a Ra 21M pawpomko 20 mm IKON nmubwm 2EM xdddum Awmwm arLARIMM9 anomm a" min momba lmm6com lubm� EIGAORMEV annow a" mm v .. I., mEmbom ZoeboLLLMM Aulaidad FWAM,,M AMMMM mma min XE" mumdoom ZolmoLLUMM lubm� EIGAMMO ageong AN* pAvwn 2017 V^Ywh- Rob A Evaknow Seavial Li Jmm A. Roftw. PI oarimiT OBF201=7 07/0302017 Appealed Reviallea 21111117 Rlbm 10C Evaluation Service, LLC JWM X R*Mn=, P.E. 0&22aM7 oorlmmi? 07M=17 Approved Revision 2017 Wrimh� Robill 10C EVNUNNM Service, LLC , A RON~, P.E. oraMI7 OdrAOM17 0710=17 Approved Revialm 2017 CAST-CRETE Ul kne. C" paurtho MM.W)aft BOCO - CER hNWMH3.ft 9= - VAL 11114*017 10ML2017 11121FA17 Approved cauvw� ftua" cmvwwft (M) 044470 MMOG,1344 cmagor, swumow canpmwft 12244470 MMOO-1344 cobwr. ftAw-W CNV"Owft (20) 924-04M MMMI�1344 CAUPW. SVUokw cwloonwft (813)014641 (7MSia-25M Englifiesead L~ $WYCSWWr. Enginkleffed Lurater 2 Eflorkslow Lurnpar SubCmbgM: Products Inankfitased as a Rikku of cpaffkwocmkpob.� .. - EvWn*m Report from a CM4 , NoMod-. Eveluakdon Rapod think a NWhoLtEvakmdionReWftins Now Technology Is EVOAWn En* Proll EVWUW)on En* Product EVMMM En* FLMSW4U larialkedis Cow4g� MaVmxk CoaMcoUan Mwk or Uding r� 2WMKA� NOM"dhLvm homnuKim VIM 21*u almozimzmom 2WAkAmom Approval b, LIM Aawmvd #or Use uma game Anommd her Lim Ationififiall for LIM kill= 21WM gmdkammmm Anavoinall to, UM Anonfived hill U- lmma 21ME ma EMN&Ub&LmnbKALNM 20mbdANkshnama In Hl Obkb HVNZ auk" pressure AW Piodud Model Um&w or N� PmdLvtp000eAti= 22okuLCmkWxL2da III tNm old" III saillialial; ft� AL rdekwilukiVm2a inmou WOWS= staftst P� =ZZ, Deb Bohm LWrkMed Strand LumbW 0303irmo NO Yee WA Nfik 4 TJ Ren Sol Strualklinit! Composite Lwbw or 06~ svww 03031=9 No Y" WA WA 5 Ifilleyinfalkauser R1m Bood 31 Shand Bood Rim Dowd 03131=9 NO Y" WA WA I w4h ranaligh hub 4, 8. S. OW 12 1 sales btsk Y" Yee WA WA 3 Twrborsftw LSL bow Fam A FWftD".b,w alBusinless&ProfessaWReguisbon Paill Florida Department of Business & Professional Regulation Page I of 2 Budding Codes and Standards fall Building Codes arid Standards Product Approval Apftadw Doftg Product Approval Application Detail FLRITMM 1111 211 i 111 11 IN 1 11111 1 11111111 1291 Product Model. Nurnber x Nam 291K 20 21M 2MLBMft 21K 999 =1 20 Date Ponfifina 20 18 26 Ga, Gull mm imom iddimm MOW AulmOd EIGAIMUM Ammmg Am& Ra version Mmulachm A, License SUbrell FBC Aborl Approved Status 19 26 Ga GutPBR PAVNN 210117 Carrearvial COMMM PmducWkm Rob*" Olk THUY M. HUYNH ". Hoy 10114FA17 10M3W7 lQr22i l2n2I Approved Revision 2017 Gulf Coast supply & Manufacturing, LLC I 0.0d Daniel S. Kuhn L%ke Bowden P E. 10/121M17 1011012017 10/1712017 12MZ1017 Appi Caft@W. sh9h" owmwwft (813)GW3?07 PF�W122 ism 580�mi 1 Call Roofing (352) 498-0778 PE-75519 (334) 300-1800 20 26 Ga. GuIfPBR Subcaftipay: laroductill Inivailuced n a Real of proamodweyahm com Subcategory: Metal Roofing Infoligulfcoastsupply.com Now Tifightskilogy Complfi- Mthod: Eveluation Report from a 21 26 Ga Gutfl Cow*lmrm Mo*mwh I!vakwdm Repart florn a Florida Registered Arc`ite�l or a Licensed Florida Florida R -' An*4Md or a LbwoW Florift Professional Engineer 22 26 Ga. Guftl E"OW FLimissl-R3pm&wft 23 26 Ga GuffRib PBdNb ImI onkm 24 26 Ga GuVI goloLh� Alagoas 1, U, ammmmdbLft IMOM 2ROM Product Made. Number or Name, Product Description Contact Expiration Date In KVHZ oubil HYHZ Resistant laraswre PladatmodeL In HYM gumiLk= jilailyalig Pmmft 1 0.032&q"; Aluminum 5VCdmp On 0.032115 V Crimp Aluminum Roof Feral 04/12/2024 No Y. N/A -N/Al 25 29 Ge. Gull Costly PfoeW or Consfiverfild Concrete Pmducb F W4 Is so come" unub 05025*101 No Y44 VIA WA war 15/3211 Plywood -10$.SPSF 2 0,0324lquot: Aluminum Gulf Lok On 0.0321l Aluminum Gulf Lok 161liquot, Wide 04/12/2024 No yes NIA -N/Al 26 29 Go Gull 3 4 1&quol 24p Gulf Snap 18l 24p V..al Roof Pane war I 5n2&quat; Plywood J&Quol� Gu If Sn 11124 Ga. 17&quot, aid. Roof Panel OV1212024 war 15/32&quot: Plywood 1&%.L Vorsal.m 24g. i6.5&qut; Wide, Roof Pand 04/12/2024 yes Y. Yes Yes N/A I -116OPSF -N/A/-.131 OPS +N/A/ 27 29 Ga. Gull 28 29 Ga. Gull 5 1 Ill Versal-W 03211 Ajummurn war 15132&quot; Plywood Uquot, Versal min 032&qUI Aluminum war 04/1212024 yes Y. N/A -1385PSF +N/A1 15/32&quot . Plywood -101�OPSF 6 1.5&quot, 24p. Gulf Snap I 5&Quot; Gulf Snap 24p. 161 Wide Root 04112/2024 yes Y. NIA +N/A/ Penel war l5f32&quat; Plywood -116.OPSF Search Criteria 7 1+5&qut: 24g. Va,sal-.� 1,5&quot; Venull-m rnm 24p. U&II wide Roof 04/1212024 Yes Y. NIA -I Panel wer 15/32&qud Plywood -123 SPSF Code Wslon: 2017 8 2812498 Megal-oo On 24 Ga 2&w.[: M.gaL- IS&W.Lwid. Roof 04/12f2024 No yes NtA -NIA/ Applicatiorl Type: ALL Panel over 15/32&quot: Plywood -1085PSF CS.Q.Y: ALL 9 24 Ga. Gulf Lok On 24 Ga. Gulf Lok 16&QM: Wide we� 15f32&Qud 04/12/2024 No Yes NIA +l 7PSF Appi callorl Statual ALL Plywood Qu;I Assurance Entity Contract Expired: ALL 10 24 Ga Gulf Sea. On 24 Ga. Gulf Seam 1I Wide Roof Panel 04/12f2024 No Yes N/A -N/At-93 5PSF Product Devarlption: ALL war 1X4 Wood Punrins wer 15132&quot: Plywood Approved for use outside KI ALL 11 24 Ga GuII Pan 24 Ga. Gulf seam. I 314&quol: snap Lmk. 04/IZ?024 1 Uquot; Wide Roof Panel war I &32&quot; Plywood No yes NIA -NIA/ -10i Design sau- ALL 12 26 Ga. 5V CrImp Plan 28 Ga. 5V Crimp Roof Panel war iM2&qjot; 001212024 yes Yes NIA +NW Date To: ALL pl-od -166.5PSF 13 26 G 5V Cmnp On 26 Ga� 5V Cnmp war 151328,quot. Plywood OV1212024 No yes N/A +NlAt-131.PSF 1 4 26 G: 5V Crimp On 26 09 5V Crimp Roof Panel war 1X4 Wood 0411212024 No yes N/A -NIA/ Purms war 1W32&quot. Plywood -156 5PSF 15 26 Ga. Gulf I ok On 26 Ga. Gulf Lok I 3&qUot: Wide Rod Panel war 04112/2024 Yes Yes NIA -NIA) 15/32&QuoC Plywood -461,OPSF is 26 Ga Gulf Lok On 26 Ga. Gulf Lok 181 Wide Roof Panel over 04/1212024 No Yes I +NW63.5PSF 1513211 Pil 17 26 Ga GulfPBR On 26 Ga. Gulf PBR Roof Panel war 1513281 04/1212024 No yes NIA -Nhkt Plywood - 154 7PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description On 26 Ga. Gull Roof Panel war 1x4 Wood Purlins war 15/32&quot; Plywood On 26 Ga. Gull wer 15132&qM Plywood Min 26 Ga. GuffPSR wer U4 WOW Pudins war 15/32&quot, Plywood Min 26 Ga. Gull war U41 Wood Pudins war 15132&quot. Plywood On 28 Ga. GuI wer 15132&wd; Plywood 126 Ga GulfRb war I 5M&qud: Plywood On 26 Ga. Guffl war I x4 Wood Purims mer 15/32&quot: Plywood On 29 Ga. GulfRib wer U4 Wood Pudlns wer 15/328l Plywood Min 29 Gs� Gull war 15/3281 Plywood Win 29 Ga Gull war I x4 Wood Purins wer 7MG&quot. 0.8 & On 29 Ga. GulfRib wer 7/16&quot; O.S 8 111 11651 PMdW r&MufadUr�. ALL Subcategory: ALL Compliance Method: ALL Produet Model, Number . Name: ALL Approved far use In Il ALL Imlow 111.0.1aril ALL Data From: ALL Pap 2 f2 U211,12019 Quality Assuv-* Contact Expirallori2filift 04/12/2024 A�aaroved far Use In ll Yes Approved for Usa outside HVHZ Yes Impact It"Rant N/A Dinkim PrasIRIT1 -NIA/ -151 IPSF 04112/2024 yes yes I -NIA/ -1541PSF 04h212024 No Yes N/A -N/At -151 7PSF 04112/2024 No Yes N/A +N/A/ -164.2PSF 04112/2024 No Yes N/A -N/A/ -151 04/12/2024 yes Yes NIA +N/Al -159.2PSF 04/iZ7024 Yes yes NIA -N/A/ -l64.2PSF 04/12/2024 No Yes NIA +N/Al -123,SPSF 0411212024 No Y. N/A -NIA/ -146 OPSF 0411212024 No Yes NIA -NIA/ .101 OPSIF 04/12/2024 No yes N/A +N/A/ .116OPSF (D 117- Cn -CU > 2 (D ca. 0 CU -0 CU 0 0 -CU -0-0 cn 0 2 a- q CU C= 0 -0- 6-11 M U- il 0 CU > Cn -0 a) ccnu E L- a) -0� 0 III 0- !E -0 -40- -,cu- Cn a- CIO 0 L- 0- C-) 0 - C/) CIO W z SHEET NO, PA 13 Be 1bqz 3g6�eA��'so3,aG ell J,"rl Our