Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
39543 Dawson Chase Dr
INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS S3M MONO DETAILS AB or A.B. Anchor Bolt FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room S4 DETAILS ABV or Abv. Above FIX or FXD Fixed RA or R/A or R.A. Return Air AC or A/C ADJ or ADJ. Air -Conditioner Adjustable FLR or Fir. Floor FLR SYS or Fir Sys Floor System RAG or Rag. RAD or Rad. Return Air Grill Radius S5 DETAILS SS RETROFIT DETAILS AFF or A.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AHU or A.H.U. ALT orALT. Air Handier Unit Alternate FP or F.P. Fireplace FR DR French Door RECEPT REF or Ref. Receptacle Refrigerator D1 SECTIONS & DETAILS BC Base Cabinet FRT Front REINF Reinforcing WP WATERPROOFING DETAILS BF BK SH or Bk Sh Bifotd Door BookShelf FT or Ft Foot/ Feet FTG or Ftg. Footing READ or Req'd. RM or Rm. Required Room PA1.0 PRODUCT APPROVAL NUMBERS BLK or BLK. BLW or BLW. Block Below GALV or Galv. Galvanized GC or G.C. General Contractor RND or Rnd. RO or R.O. Round Rough Opening PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS or R/S or R&S Rod and Shelf BOT or Bot BP or B.P. Bottom Bypass (door) GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SD. SO FT or SF or S.F. Smoke Detector Square Foot (feet) PA1.3 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SGD Sliding Glass Door !��m 77 C Carpet HDR or Hdr. Header SH or Sh. Shelves d d;4d CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SHT Sheet CJ or C/J Control Joint HORIZ Horizontal St. or S.L. Side Lights CLG or Clg. CMU Ceiling Concrete Masonry Unit HS Hard Surface (flooring) ILO In Lieu OF SPF or S.P.F. SPECS or SPECS. Spruce Pine Fir Specifications COFF or Coff. Coffered or Tray Ceding INSUL or Insul. Insulation SO or Sq. Square D 7E: 1 F17:1 0 0 FE7: 1 0 1 COL or Col. COMP or Comm. Column Community INT or Int. Interior KNVaII Knee KS STO SW S.W. Storage Shear Wall 71::� � a DF71 COMP or Comp. Compressor or K.S.or KS or K.Knee Space Sp o SYP or S.Y. P. Southern Yellow Pine CONN or C CONT or Contnt Connection Continuous LA Laundry LAV or Lay. v. Lavatory o TB TEMP or Temp. Towel Bar Tempered M Fl:7:: I F17:1 E 117 1 r 7 F CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. DB Dryer Door Bell LL Lintel Length LT Laundry Tub TOM or T.O.M. TOM or T.O.M. Top of Bock Top of Masonry ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DBL or Dbl. Double MGT Management (room) TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAS or Mas. Masonry TP Toilet Paper Holder DEC or Dec. Decorative MAX or Max Maximum TR Towel Ring DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WOW or Trans. Transom Window o, it DIA or Dia. DISP or Disp. DIST or Dist. DMF Diameter Disposal Distance Decorative Masonry Finish MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror TYP or Typ. UC or u.c. UCL LINO or U.N.O. Typical Under Counter Under Cabinet Lighting Unless Noted Otherwise DS or D.S. DTL Drawer Stack Detail ML or M.L. Microlam MONO or Mono Monolithic V or v. VB Valve (shower or tub/shower) Vanity Base N DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert Vertical g ^ DVP or D.V.P. DW or D.W. Diverter Valve (plumbing) Dishwasher OE or O.E. Owner's Entry OPNG or Opn'g. Opening VL or V.L. VTR Versalam Vent through Roof ^ EA or Ea. Each OPT or Opt Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. ELEV or Elev. Electrical Elevation PED or Ped. Pedestal PH Phone WC or W/C or W.C. WA or WA. Wedge Water Closet (toilet) Anchor Q EQ EXT or Ext. EXP or Exp. FBC FDN or Fdn. Equal Exterior Expansion Florida Building Code Foundation PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf WD or Wd WDW HDR or WDW. HDR. WH or W.H. WIC or W.I.C. WM or W.M. Wood Window Header Water Heater Walk-in Closet Wall Mounted (plumbing fixture) FXD GL Fixed Glass PSF Pounds per square foot WP Water Proofing) ZEFG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener x FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) REVISIONS 08-20-15 1.0 NEW BASE PLAN l 00 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. a MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES oO E 9 THIS DRAWING AND DESIGN IS VALID E IN FOR 12 MONTHS AFTER THE DATE IT I SIGNED AND SEALED R WHILE CURRENT CODE IS VALID CODES FLtDR1DA13U1L_DING CODE, NATIONAL ELECTRIC Cpt�E, AN@ TH6 QTV CIS U110211ORWIl 1 55 CODE REFERENCES ARE SUMMARIES ORD"66 ar Im IIF= 1!4 INI irl V. 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 titieblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to 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 CL a REVIEW DATE DEC Y 7 2018 SPH;prevent i PLMS EXAM'hi9R co 1791 responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to 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 c Nconstruction. c Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without W advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. C9 "' z_o zC> z� a. N CD CZ 4�—' w •V — O `L Lh of U o0 m = 9? ® ~ r6 M O oN U_ � ¢ rn SO v CS �i o N N ph N >, � 00 ! ° w UA _ la Z 0 L L J � �4%b • C� ••. C OQ'c�Xr 4Zi o rr R ilEtttit�`�� 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 eth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o U Za g4 Uso gwZ Z W 22 co w 9® Z Q a' cc > 3: iE O U V W ooZ O y t'V Z C) Z J '■■t w < z U ,Lr)-f Lli a Z �9 41; � � ��S m rnn r 0o Z g W = <� ,--I a to o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. C S Q 0 �I a 00 A O 35-SH a Lr3 a- z _JJ J 7 U 30'-0" rn CAFE 4'-0 FAMILY ROOM VAULT. CLG. VAULT. CLG. CARPET CARPET nCIT � PATIOCn 1 �\ �- ' O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- --- I � c I I u7 I - 2:12E ULM I I F I I T-8" 2'-8" 4'-3" 6-10" T-7" I 5'-0" t R ER VENT TH U ROOF H1 f, rl S D #2 SYP / STUDS W/USP // G = H174@ BASE S3 O L6 N I OWNER'S SUITE 8'-0" FLAT CLG. CARPET TYP @ 1 STORY A S3 I = w zo L6x io co Lrr00 Iti Itit� • . � V. ti)♦ EFOD'a-ho SHOWER FIBERGLASS '-1 r__--- ---- -- 1 24 TI 9 78 JO 9 R&S ---------------- 8'-3j" R 4068 B.F. rt� SMAIIIII - "FAV4L FIBERGLASS SURROUND I 0I 3068I ENTRY 8'-0" FLAT CLG. HANSON BOX @ F. EDGE OF SLAB 2" -- BEYOND WALL K 2-CAR GAR GE 33 V 8'-0" FLAT CLG. ■I Il.a�• �I s - II I -� ��•,,.� 1 1 BEDROOM 260 8'-0" FLAT CLG. CARPET A EGRESS 25-SH O l EGRESS 25-SH O 'BEDROOM 8'-0" FLAT CLG. CARPET EDROO. 4 8'-0" FLAT CL CARPET S3 Y (V 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 91/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X254 S.H. 13 20X38J 18JX371 S.H. 14 20 X 50 j 18 J 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. 11-13 271/4X38i 26x37i S.H. 1 H4 27 } X 50 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 27jX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 112 S.H. 23 371 X 38 j 36 } X 37 3/4 S.H. 24 37 J X 50 1 36 } X 50 S.H. 25 37jX63 36JX621/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 j 52 } X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 O +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND Ill 11 Ill Ill MASONRY HGT. @ 9'4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 17 GARAGE 427 FRONT ENTRY / 32 TOTAL AREA / 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED U t zo z z Q a U, z V) UI a' � w (D0 p w t- E: N � i� (y C) M mN '® ~ 8'ny� = 9? 0 O o a `: co 10 Y C Qrn y no 'O$� ai Q d A _.Lj BD. a ": N .N�.. � � N Z z Il ) ¢� Z � kt��� � a r LL na•� � •• A 1 \ by l ;�\ ( IJ -j • - �� O Q' 1 r v •�• 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 st uctirral engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www. LennarTampa.com o W za �Z44�44a w¢ CU o�� 22 W IIW J >` g cc 0 r a 0 LLL O V = F QQ U z Oe< ZQ� J In T__4 W lJJ Z Fm (� Z z � 2 Z °° O oo g = Lu .-a 0- cn o SCALE : AS NOTED DATE: 10/2/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. 1.0 MIRROR OWNER'S BATH w KITCHEN ISLAND 11 00 T fV BATH 2 LJ HOOD KITCHEN c 4 M O FV CV OPT. REF. KITCHEN NTERIOR ELEVATIONS C9 V z_o z�® z a 4--J W Ca p •V — OW Lh c F— U M m N U r7S t " 00 o 0 ni H co B Da N yc� J N �D Ci +� ii y �+ 4t.1 ii _ a W z L% <.n� Z y C m LL A ••.COM••'•i ww.rb•• Ilk S o • ��� �� 1 �BfP`ffj' �'ROF%S�'\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 - Residential6th 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 W 2 Q a J M O U) 2 ` W J W 8�Wp{�.N Z > 0 z C O N3 ^^ U = Z . O id YVY ag -1 < Z*-+ .0 �i w � M Z Z $ o m rn kD Z l lj _£ ,- 4 a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4xO SHEET NO. 2.0 a - — - — _-aim pp- ❑■ 0000000 ICI Ii�l � I (, �� - 000�❑� 0�0 1 1 I II II I FRONT ELEVATION - Al SCALE: 1/4"=V-0" 16'-0" RIDGE VENT 12 5� T-0 RIDGE VENT 12 �5 T.O.P. T.O.M. -- — 1=��---------------------------------------------------- HDRHGT. ------------------------------------------------- 11�iQii �N 2,_011 TEXTURED _ o CEMENTICIOUS o FINISH ON C.M.U. co co (TYP.) ifl ------------------------------------------------------------25SH------------25SH--------------------------------------------F.FL. LEFT ELEVATION - Al 1 /4"=1' 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 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. `*CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA I UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. (9 - _zo z z a LOON wad CZ +_J N OM M �U — O"' V) Z ZD 120 �V U r. U ~ coo N M S' m 04 ■ =92 U �S Eovon 0�0 " o°D0 81 rn ns - U-> I B D. H�� -*IAl N N U) Z 41 % f�' z° �.. J tr. I � LL 0 .� vj 10 LU Ch Z O LL. d � a W �1EUfl \� ^W N d ErL'O •.•��: •. C 0. JR I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained witfrn these drawings comply with the 2017 Florida Building Code - Residential8th 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� zaa a W F Bz9Q. Z O Z OV U I Q' Z � � J � O{y,i m LL N W LLJ $® C Q .� z U Q g �o 0_ tN, T O W O k 1�LLLu ZLILI .. W i� z 8 J r�--I Ijj Q Z <! B ~$ a M Z 108 O 0 00 _ ,-t a Ul s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 3.1 J ' Q Q E i 00 12 ZE�5 T.O.M. 1'-O" _ ____________ HDRHGT EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTICIOUS FINISH ON C.M.U. 00 00 (TYP.) — — — 5068 SGD 25 SH 25 SH F.FL. ---— — — — — — — — — ------------------------------------------------------------, 12 5 4'-0" RIDGE VENT 12 5[,,-' 16-0" RIDGE VENT HEEL 5 T.O.M. - --- ----------------------- 2'-0" HDR HGT. — —----------------------------- —--------- ---------------------- TEXTURED o CEMENTICIOUS r _ co co FINISH ON C.M.U. zp (TYP.) --------------------------------------- -- - - -- 11-011 TEXTURED 10 2'-0" 01 CEMENTICIOUS FINISH ON C.M.U. (TYP.) 35 SH F. FL. ---- ------------------------------ ------------------------------------------------------------------------------------ ------ REAR ELEVATION - Al RIGHT ELEVATION - Al 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 lomted no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. U zo z� z a U) z N w Oro Q U — "'T OU illru � 2� m w � ®1--- N M La 2 _ U O N t� o C ¢ rn c� o : d A I B D. N . - V-F *I N •O �ZWN Z fez �y M L � � s w W LIE� a _ , a zU O o L M `, . D ❑ . om' ` J //* 'R O F E SS�O �•� / rt+flltjlt,�Y. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 9 W� za Wa 6z$o z O�" cog 2 J L U oLu EL LU zZ a _ bp"z O� W196 1� t< Z ^� Z .J Q lJ.l� Z V W M z tu- 0 ' 00 2 W f ,-i 0- In o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION No' 4n0 SHEET NO. 3.2 2„ �" 2" *NOTE: VARIES 1'-10" 1" CAP = T CAP CV FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY = ^ rIN 1/2" RADIUS 31/2" RADIUS tia iv €") = go co COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 122 N « 3/4 RADIUS 1-5a - = � = N BUILT W/ STUCCO. 1/2" RADIUS ^ 1 1 EDGE OF 1" 4" VARIES 1' OPENING VARIES 1,-4„ 0 N 21« 12 VARIES VARIES tiN 1" 1'-0" 1" 1 1/2" RADIUS 4 3a V 4„ 42« n. - 2" c t!� 17 2 1/2" RADIUS in :- � = Iv VARIES 12 11 3�" N 3„ T )' n_,« 1„ 1„ 1" BASE • BASE «« 4" 1,_8,r 4" 4« I I rzly N 1� 'NOTE: VARIES 8" 2« 3' FOAM TO BE USED ONLY WHEN io C° REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" �N i,_sr, 1" 1'-4" 1 DETAIL TO BE 2" 2" '� d � BUILT W/ STUCCO. 24« EDGE OF OPENING • _ 0 r 1-1/2" THICK 1-1/2" THICK 4" 10" iv _ �N �4„ N z C T (O _ V co 1„ 2 = N 2" 4" 3„ 6" 2„ 2" N w w Ac' 1-1/2" THICK« 24" _ rr V-5" 5- z N c _ 4^ 1" 1 VARIES VARIES L :::Nz H w - 2« Q M • VARIES VARIES r4l" 8' 1 « (�V r r r--------- 00 i z � ^ 6" 4" 7� �—� �I N fV KEYSTONE F11 a OPTIONAL T 00 = KEYSTONE F11 OPTIONAL co Q 2 44,r Rg r„ „ LT' "2' ` a ' 4" GARAGE DR. OPENING 4" 3" 4 4" WINDOW OPENING 4- NOTE:INSTALL OVER STONE TY . P VARIES • • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • • � • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & ir_s4,r 4 12, 2 -1 1'-4- 2" • OAM/EPS MATERIAL IS ACCEPTED tar 646 54" 1 1 54" 4 3'-8" 7" N 4" 3'-0" 4" 10" V-4" 0 T 00 d' ro _ N / 1 Ik CV ca 1" 1" o z z fV iv OF,o • ��1 /Q 12n 1" f V� Iq GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) IBM / • ACRYLIC SAND FINISH I I Z g z Z d w "U w O c Lh w LLJ myy o N N C) ¢rn "C �� o `rnp'�v ��Q Al I 1Jd �N_pp fAZ WNsz z CO � LU W IFa W Zw � o 0 LLv � g E W a No a WWW.FDSENG.COM CID N 0 a -- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W za U80 0 � U LLJ �. p g iz Q � C N LiCC H � o o O W U = �.-� rl W °Ro LU r*1 Q� Z W � z ,Wj rl W Z � Z $S M Z 1O m rn 0o g LU = a W f rn SCALE : AS NOTED DATE: 10/2/2018 TECH: MJAM ES VERSION No' 4mO SHEET NO. F1 a N S w N 0 x ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER NEMA t 200 AMP n 200 amp 150 amp $14 copper to fights & outlets #12 copper to 20 amp clas #10-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER _y 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 PqT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Ftzhv SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN Or EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) i0 PUSH BUTTON SWITCH (OPTIONAL) F9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL _J111111k=L DISCONNECT SWITCH ® SPEAKER (OPTIONAL) G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 99 (1) PHONE LINE, (1) DATA PORT ENTRY VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN SCALE: %4'=1'-0" ova Z o CD Z Z Q d 13 In C9 W �o �V — 0 W U o0 m N W EM _ C N Q 6 A Q O B D. N�C� a r„� - • N N � N � 4t 00 Z `W` z ri �.iIss- .77 Q W ° Z � � a: $ 'z a LLis up)M o� oa Z �b�' W Q N¢ O v V O WWW.FDSENG.COM 00 0 N c� 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W Za Z_ V U 2 W ao �U.o L Z J O u oZU esesst%' Q C O N u � U W = ILLJ Zo o � z WoS Q � W Y Z J t^-i& Ln !JJ < rl Z Z t— $ m00 rn � Z U _ � W ,--I a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4wO SHEET NO. 4.0 r INESPI i .i _ _ - -_- , _ _ 1, ice_ ii 7 1 .. 1 r _ h ■rui F0I ATTIC VENTILATION CALCULATIONS 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 b Upper y l� SQ. IN. of of vented INof f o ventilation to . . SQINof SQ. IN. of Ventilators ventilation required soffit ventilation vented soffit be provided by upper Ventilation Ventilation (See Elev ) needed required needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 1 276.0 (Zone 1) **NOTE*' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Yy"=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 pant of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN'* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. C9 � M Z Z z a c/) C9 � LU w •V — OLU ULU r m N r) N U VrLL o co ¢ rn '.I� ai Q d E.2 O W Z z a w Z Orn ¢ O a 00 �" � *CD � J O <4P S T- o 0 �� PRO ES f �111�F�t"{�tlll lillt�1\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential lath 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 W zQ a �z 0 'z H.- N Rig L^, i g� g �W T N3 ^^ u J z w U = CL LL_ . Opz F U gU r Z5 O J O ..-. - T Cr LLJ Q 3 a Z ^f a f p z J W azu ,Ln.I $ cYi Q Z z t—u �a S cm ° �0 t 06 g LIJ X o SCALE : AS NOTED DATE: 10/2/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 5.0 c c d o81S Do N CV C W 6'-0" 7'8„ -1 5'-2 " 6'-0" 2'-9" 5'-2" 5'-1" 6-4" 5'-0° 41 X-0" TYP A L S3 H.B.+ S3 2'-6" x 2-6" x 1'-0" W/ (3) #5'S E.W. % 0 N 0 2 - A -- - - = I . k r INDICATES FILLED CELL w/ 3000 PROVIDE Y2" x 9" N _ r I PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT RECESS FOR FRT. DOOR -3 1/2" SLR I rn TOP OF CONC./ PAVER TO BE 4" iG STEPS AS REQUIRED ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. BELOW FIN. FLR. 2'-0" 4'-0" 6-2"2'-0" 6'-0" 1'-10" I I PER FIELD CONDITIONS ( �0,-0„ DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" I CJ C — _ _ _ ........... r . ■ ■ ■ ■ ■ ■ TYP PROVIDE 1 Yz" RECESS I FOR SGD. REFER TO - I HVAC CHASE I AHU I' ' + — o0 o L S3 MASON'S SLOPE FOR I WIDTH BASED ON LOCATION i I W.H. , I I I I I i iL I (2) #5 REBAR I �3 1/2" 32•-8j" ` 4'-8$—' VERTICALS w/ in I L_ FILLED CELL I I 37'-5" 21'-24" 5'-4" 3'-8" I 7'-8" I I 2'-17 31l2" I SLOPE I 4'-0" I G :: OPT. D I: °Q rn S3 I CJ I �— — — — -- — � CJ - - CJ --� - - - - _---- _ — — — — — : �.� I:: CJ o I �.� r� - - - - - - - - - o o 0 04 : ■' I _J KITCHEN ISLAN r I CHASE TO : LOW WALLS I I I O O I ISLAND 2'-6"x2'-6"x1'-0" II I I ! II : I J ) c I W/ 3-#5 E.W. �- J I TS CJ �LTZ-6 I G ;INK wi DISP a I K c%� I S3 I I" I N al{ I S3o 9 o 23'-11" Z'-10" 4'-1j" C', )II I I I a I I • : (2) #5 REBAR iv I CJ CJ CJ VERTICALS w/ in FILLED CELL a f 00 I N ; T ............ ........................: . 11 ..................... 0'-0" ----__--- -:�- L_ � 1 1 ............. EO ' �i CJ CJ j CJ ■' n� CJ CJ . - :.: :.....: ...... :......: - - - I :, ✓: - - :: - —1—�- - - - - —�- - - - - - I co I i I to I T Glj 3-1/2" MIN 2500 PSI CONC 0'-0" SLAB OVER 6 MIL VISQUEEN I VAPOR BARRIER I : ■ I (3000 PSI CONC. SLAB FOR n 0 f 1 M L------ ---- ---- --- — HERNANDO COUNTY ONLY) ---=---------- IN I ..... . �. . . . A S3 6'-0" -1 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 LUU �... CONTROL JOINT DETAIL SCALE: 3/4 = 1-0 .; • � " � � :; #5 CONTINUOUS _ •' •� REINF. SEE FND. FOR _�• QUANTITY ,� •• ,f #5 X 25" X 25" CORNER ' �•' ' �•• ' �•, ' BAR ONE FOR EA. ' •'• ' �•• ' �• ' HORIZ. REBAR, TYP. . •., , . , • U.N.O. • •, • • • • **Alternate: _ The reinf. bars shall be • •. • '• •. • •• •. • • '• •, • cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" C9 "' Z c Z � Z Q a anon V� C9 4—J w "O w �NE r U W 2^ m N M � r- CMS o00 t"� U <C, CD LO v of C) Al I BID. ". a' _ N N NN LU ♦♦'� ID LL 0. V ZEjQ JJL Z` ,M <' N .a - � a ' 0M w�WI�FD • �CbM • �f �rr ttitFt��� 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 3� �o zg �u ¢ U 0- W /J^ ,9U ti. Z fJ �y 0 0 U W ���..Ci F-- d g o �\ = 3 O 'a 1..� �-- 0 LL a U 0 Z . °poo a P t J C0 G w0ii�� �a� Q Z t--i Ln 0 tj W ,^ Z Z ru o O w 00 Z g w rn o SCALE : AS NOTED DATE: 10/2/2018 TECH: MJAMES VERSION NO' 4mO SHEET NO. 6.0 (2) (2) A A A C0 ✓)` U U U (� (� ���` CJ1V CJ1 (2) CJ3V CJ3 A VU U ���` CJ5V CJ11 CJ31 I I A w ' S3 I I o, CJ31 T M y✓ U �, >Tj CJ 1 U ... .. ... ::. f`i�:T .1 Q CJ1C • NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS : U CJ3C CN LO co m m CJ5C 1. (2) 12d TOENAILS EACH SIDE OF FLOOR 00 xCN ' TRUSS TO WALL OR BEAM BELOW TYP @ INT. a BEARING U.N.O. w A S3 z CJ5 CJ5C �p O CJ3C J CJ CJ1C a�lo z to M ti �Sst rn c (2) S3 A 0(2)/ (2) A Q 00 N i�. E 9 al S C c N a N N 0 ROOF FRAMING PLAN W Y4"=1'-0" SCALE: Q ¢ ¢ ; ¢ ¢ EJ4 -- 1 1 1 1 1 I 1 1 1 1/ t1— m m w W Q I 1V A2V V, ; ~ ¢ ~ Q W UPLIFT CONNECTION CROSS-REFERENCE 1012118 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2 5A 600 535 10 - Sd 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 145 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 8-10d H HTT4 3610 3105 5/8" ANCH.118 10dx1-112 HTT4 2715 518" ANCH. / 20 10dx1-112 J HTTS 4350 3740 518" ANCH.1 26 10dx1-112" HTT5 3225 518" ANCH. l(28 10dx1-112 K 1 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L " 4 518"ANCH. 314" STUD BOLT TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7 64 5650 718"ANCH. 314" STUD BOLT TDX10 7845 — 4 - 7/8"DIA. BOLTS N 1165/1 70 ** 100 /915 *' 8 -10d x 3" JUS26 1115l1060*' — 8 -10d P 1550/3335 *" 1335l2820 *' 20 -16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" C! HUS28 2000l4220 *' 1720/3125 " 30 -16d x 3 1/2" HUS28 2570l4345 — 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 MTS 16 1000 860 14 - 10d x 1 1/2" MTW 16 1195 1005 14-10d x 1-1 /2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1l2" 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 12-10d X 1 1/2" ` MINIMUM 3" MEMBER '* REACTIONS ARE FOR ROOF LOADS ONLY "* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER. LOADS --ROOF = L! 360 FLOOR = L / 480 WI 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 Z Q Z Z Q a +� Z .� w �V — U �� a v S 4 ao GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 Safe vertical load Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS SEE.IIs= I 8F441B/1T8F401B/1T 8RF400BIlT 8F321B/1T FORM k GROUT SCUD CV Q o �w `- U 0 /5 BAR CONT. 8F12-1B/1T 'V LINTEL DETAIL SCALE = N.T.S. C C E IC C Em 0 EEEE �C GC It - C C _C - 101010 = C - ■ ■ � � ■ ■ ■ ■ F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8F16— B/1T H J to tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c-i-t p � Clintels = 3500 psi. 2. rc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8' to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 19DO psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 MIN. R (1) REQ'D (1) LEAR ALTERNATE POWERS STEEL LINTEL d a G .M.U. #5 REBAR AT TOP n • n a GROUT MIN. (1) REQ'D ° Q " _ D 1-1/2" CLEAR e a G e r J O Q �. C.M.U. -45 REBAR AT = - m i j BOTTOM OF IL'n W v. 4 - ',*-BOTTOM LINTEL CAVITY E v 0 m J W Ir tj O L REINFORCING PROVIDED IN LINTEL ¢¢O ¢ Q try ro j Z�Z u. O w ,n ¢ . - b 3 D Q D #5 REBAR AT BOTTO 7-5VACTUAL 'NOMINAL WIDTH N E iO �, AS INDICATED (VARIES) tt; Cr o o LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bowling agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specificatons O 6-10" LL O O 4'-6" LL 4'-6" LL O 6-6" LL ( MIN. 17'-4" LL O 6-10" LL LINTEL PLANT SCALE: 14"=1'-0" 0 V Z o CD Q d via Z V) 0 w �o �U OLU � c Lo U w o r- m a) ct i to cC .}cp C) fYj N L U.o a` Ln o 1 MD. d N O p� cl rn e Z M , )Iw', Z co w - N #A W .'www Ww.eet�•. .. — �•� Gj ®!� c;t �• 2 5�P �,,'' ,cam •°•. ''' �. F L� fQ1?0FESS\0XX e t�•r�lFt! i t t lttl�ted\. 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 r� O hY LLJ a zo LJ d Q� N uodQ W 1 s J hn V y�u'N ^^L' N f ZZ Z3 U= TT� CL w � o�z � Vr w F N Q� Z LL Z J r-I W LJJ X Z Otj aMIN < Z Q Z a o 0° O oo :5= Lu rn t-+ a V) o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 8.0 I I ----------- & .0 :z 8 C t R-1 00 - - I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD 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 Z971-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAJUNGS 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 GLA23NG IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 34NCH(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 GLA23NG 36 INCHES 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER UNEAR FOOT KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X 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 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN', BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 6i7MS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. 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: 15PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1-10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.31,23.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE 'C', IMPORTANCE FACTOR "I"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERUNE 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' C4-P CONCRETE EXPOSED TO EXTERIOR: 2- C-l-P CONCRETE NOT EXPOSED: 1 V 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-l-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-l-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6"AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16- STRUCTURAL 1, U. N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL 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 ANSIrrPI 1-2007, BCS) 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: Scl = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U,N.O. ALTERNATES TO 'X 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 A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2GOO PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / 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 perTnanent 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. Imigationts rinlder systems includin li and spray heass shall n6t be installed WAilaInI lrPof the building side wall. 4. FBC-R R318.7- To provide for inspectlion 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 518" thick adhered directly to the foundabon 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall di[Apn. If rpinfpll occurs bef6re vapor retarder placement, retreatiment is requirect. 9. FBC-R R318.1.5 - C 3e?,ncrete oyerpog and mortar along the foundation perimeter must be removed be ore exterior soil 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 extQrior vertical chemical barrier must be install after construction is complete, including landscaping and inigation. Any soi disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin ent b a licensed pest control company before a certificate of occupancy will%9= Tge certificate of compliance shall state: "The building has received a ppmplete 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 1'-0* 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 16X7 +25.2 PSF 1 -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 PROFESSIONALSSHOP 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 1)/8'. DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCEFROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. < LU 0 LU V) C) 4) Cn S, W CM11 u 00 Go < F�- L0 &!� 9 < Ci Al I IBID. C-B D-C 40 LU ;zzi CS zo tA I.- B-� 'A uj J, -IV f I LU Li� I LU 4" 10z <*ttl I it I is 2. 1 im ly Um fl� �z �j .. Qjl� ro L� =W&*1PStNG.00&6' Y < 0 - U, -<; "?o S".\ sk To ft best of the Engineers knovAedge, inlionnation and belief, the stnxtural plans and specifications contained vvithin these drawings comply vvith the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Eng nears signature and seal. LENNARI 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z z 0 uj Lzu C/) 8 > C)� LU 0 z a X 0 OCT. Q 0 P 0 C/) ;;z Lu Z < Z U.j L0 UJI lj < z %D z Z t- U 100 06 :5 UJ rn T-4 0. V) SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION NO' 4n0 SHEET NO. SN uJ ROOF DIAPHRAGM NAILING SCHEDULE Plnrlr- I INP + + + + + + + + + + + + + + + + + + + + + + + + + j- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + ,_0 -0. (TYP.) V-0- +/ / 6-0- + + + + + + +' /11 + + + + + + + + + + + 4 + + + + + X+ + . . + . . + + . IF + * 4 I I I _T_ + + . I . . . . . + + + + + +[++ + + + + + + + ++ - + /++ . . . . . . . . . . . + * 4 . . . . . + + . . . . . . . . . . . . . . + + � + + +K . . . . . 4- 4 4- + 15/32" CDX PLYWOOD OR 7/16" OSB \--RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE"Cl 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 I FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000S 1.811.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500S 1.8/1.7 wood panels 2x + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blockin I 1/8" gap FILL CELL:� STD. 90* HOOK BOND BEAM 11 STD. 900 CONT. #5 CONT. #5 > BAR BAR HOOK #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 COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all from above to bearing low. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max gap " . 4 max. Clinch nai when possible ls 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x41Plywood/OSB web stiffener 2"min 4) Placejoists together and nail from each side with 2 rows of 10d nails - required when indicated or 4" . 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. 16 6-16 OF THE JOIST ASA REQUIRED LEAVING Y8' GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. AEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer 1900 pff max along load bearing wall. Load bearing wall must stack 0, "Non -stacking walls over squash=20 blocks and wall or beam below." require additional " consideration. Check local building code for appropriate z details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 1 0. - 101-0" - at bearing. .0 -LESS tW/H TANK -LESS W/H � CORNER OF HOME GARAGE SIDE Go E 0 H C G 0 0 0 5l-0" STUB -OUT FOR _J U') GAS METER 0 MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12- OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2' X 4- @ 16- O.C. T-5* (2) 16d TOENAILS 2- X 6- @ 16' O.C. 101-8* (2) 16d TOENAILS 2" X 8' @ 16- O.C. 13'-gr (3) 16d TOENAILS 2- X Ur @ 16- O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2- X 12- @ 16- O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2- X 4' @ 24- O.C. (2) 16d TOENAILS 2- X 6- @ 24' O.C. F-6" (2) 16d TOENAILS 2- X 8' @ 24- O.C. (2) 16d TOENAILS 2" X 10- @ 24' O.C. 13'-0" (3) 16d TOENAILS 2" X 12- @ 24' O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glularn Beam Boise Joist Blocking I lqp 'A" 11 rldl n;kilq nt Wl n Provide adequate bearing for each lapped joist. nails SECTION INT. BRG. WALL N.T.S. %-Z MINIMUM SPACING 2x GREATEST CKOUTS) OWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) 3tch\S DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer = 1900 pff max. along bearing wall Required on interior walls: - for vertical load transfer 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 " P", F Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. 6' A ly2" ROUND HOLE MAY 61' 6"' DO NOT CUT HOLES BE CUT ANYWHERE IN =VE R LARGER THAN 1Y2" 7� NTILE THE WEB. PROVIDE AT CANTILE ROUND IN LEAST 3"OF CLEARANCE CANTILEVERS. FROM OTHER HOLES EATER THAN 1Y2' MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GR 8 1,-0" v-1 1!-2" V-2" V-3" V-3" V-7 1!-11" 2-4" 2!-9" Y-2- 3!-7- Any 16" joist 12 V-0" 1�1" V-2" V-2" V-3" 1-9" 2-4" 2i-11" 3�4" 4!-2" 4'-9- 5-4- S pan (ft) 16 1-W 1!-l" lim-2" li-2" V-7" 2'-5" 3-2" 3!-10" 4!-9" 5!-7" 64" 7!-2- 20 V-0" 1!-I" lim-2" V-2" 24r 3'-0" 4'-0" 4!-10" 5'-11" W-11" 7�-1 1" 8!-11" 24 V-0" 1�4" V-2" V-3" 2!-5" 3'-7" 4'a-9" 5!-10" 7'-2" 8-4" 9'-6" , 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2"ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger Web Stiffener Fastener Sc Joist Bearing Location Series I Depth I End Intermediate BCI 5000sa 9-1/2' 11-7/8" 2.8d 2-8d 2-8d 3_8d 14" 2-8d 1 5-8d BCI 6000se BCI 6500so 9-_l / T -11-7/8' 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60sP 1-7/8" 2-8d 3-8d 14" 2-8d 5-8d 1 16" 2-8d 6-8d _F1 BCI 90so —1-7/8" 3-16d 3-16d 5-16d� 5-16d - d 6-16d SIMPSON MGT w/ (22) 1 Od NAILS TYP. GIRDER TRUSS 7� r- 2X TOP PLATE 5/8"9 THRU BOLT 2 X B.U.0 SIMPSON MGT wl (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION A/C CHASE 4"PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. install tight to top flange. SLEEVE THRU STEM-/' SEE PLAN FOR 0 FOUNDATION INFO 4* STEM FOUNDATION Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V1/4"-2"gap Backer Block "Top Mount" "Face Mount" Backer block shall be fight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger C flange is laterally supported by joist hanger./doesn't meet ,8 height requirements -T/0.6 X Joist D depth I —JOISTS BUCKETS N.T.S. (2) #5 REBAR A/C CHA 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 REQUIRED) w/ (18) 1 Od x 11/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION 1 1OA.5i x 11/2' 01 TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4' oil CENETERED @ PI�E PENETRATION� 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE& REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"- CENETERED @ PIPE PENETRATION A rPVC OR SCH40 SLEEVE 1__ PLUMBING LINE A/ .4 z 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 4 A SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE Aq. A . AIV CD CD 13 04% L w6d U) 27 V) 0 Cz 0 LU -a) Ln CD r-- C-4 LU C', LP w cl, T 12 -'s u R 0 2 cz, a U. Go 5 I < 1!�� F- U.) CD a Al I -D�C "r z; 00 0 6 LC z au 16 ai 2 CL LU -?c z 0 0 104 fali ca Ma z ta M E lum 111' 0 /If/,* UA 0 -**- w E e) e? C.) N 43 0 F I - Az. ........ "?OFES5\ Ox 11110 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. LF= N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com UJ z LU Z_ 0 a ER Cn U N > UJ - 0 z i z z < W 0 Z UJ U -Ro r P 6 _J 606 U) L'U U, UJ < z z UJ T-4 Lr) LU < z 2: z t— LIJ M Cal o 00 z U U.1 UJ z T-q 13- V) 8 SCALE AS NOTED DATE 10/2/2018 TECH: MIAMES VERSION NO. 4n0 SHEET NO. SN 1 Z_ FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / 5/8" OR 1/2" HIGH—` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 7Vr ,1/r 5/8"OR 1/2" HIGH STRENGTH -� \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH —X \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16- O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/\fNSULATION 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > V-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.)WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLANL. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24"@ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4"TAPCONS @ 24" O/C & cE SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THESIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"x 10" "J" BOLT @ 24" O.C. W! (2) #5 CONT. ON 3" r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) 6 x 6 W1.4 x W1.4 (ALT: 1/2 x12 TITEN HD @ 24 O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "' `' ELEV. 0'-0" PITCH > 4:12 , , OIL OR 5!8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2�� x 6 W1.4 x W1.4 ATTACHMENTS 2r1 6 x 6 W1.4 x W1.4 2 LAYERS TYPE I OR TYPE II TV° ° 4 WWF OR FIBERMESH WWF OR FIBERMESH () ° 31l2"MIN. 31/2" MIN. (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.IN8' a ° a ° ° ° ° ° ° ° ° ° ° 4 ° ELEV. �-0'-3 l/2"y z • ° ° ° ° ° ° °2x4 CONT. °A�O "",�PRE ENGINEERED WOOD ° ° a = • - 1/2 (min.)- 4 • ' - 1/2 (min.r4a P • TRUSS @24° O.C. U.N.O. ° g ° a ° N HURRICANE ANCHOR @EACH ° °GARAGE DEPTH VARIES°° 31/2"(min. - 4" ( 31/2"(min.) - 4"zz/TRUSS (SEE UPLIFT SCHED.) W/ _ - METAL PL. UNDER EA. TRUSS ° ° ° ° ° ° -� I I MOISTURE BARRIER TYPICAL INTERIOR BEARING(2) #5 CONT. 4" 1'-4" '� 8" (2) #5 CONT. U.N.O. �, 8";/.-. SHINGLE ROOF U.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KGG'� GARAGE SLAB AT STEP rB'�� TYPICAL BEARING WALL STEP SHEARWALL rcNTYPICAL BEARING WALL @ STEP CC NAILING SCHEDULE ON SHT. "= ,- " S3 " S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION SCALE: 3/4 -1 0 SCALE: 3/4 -1 0 ELEV. VARIES FOR ADDITIONAL SLAB — — INFORMATION. ALUMINUM DRIP EDGE oS��JP LUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C \12'N.\O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. `SEE SOFFIT SHEET LOAD BEARING OR o 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT.o 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "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 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR .-TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR „ „ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ FINISH 1x2 PT WD FURRING @ 24" O.C. IN FILL 1/2" GYPSUM WALLBOARD CIELLS (SEE U.N.O. FOUNDATION PLAN S FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH ;n FILLED CELL TYPICAL Al MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6x6 C NOTE:EXTEND WWF OR DECO FINISH 4" to 6" "FIBERMESH"W1.4XW1.4 BELOW GRADE .E N • •a I ;0 r2 6 MIL VAPOR z 8 BARRIER C � J COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR .61 ASTM D1557) Y I I I \ (2) #5 REBAR CONT. 3• 1 MIN. CLR. ON 3" CHAIRS TYP. 4' 1'-1" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0' S3 a N E OPT: DEPRESS SLAB 5 Y' DEEP AND 6" BEYOND - i DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--x BLOCK WALL BEYOND 14 O.H.D. RECESS = �z chi � ?.11.11' SEE A/S3 OR J/S6 `Illfffgji 0o FOR REINF. INFO. 3" MIN. CLEARANCE (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 0 1' (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. -SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: 'FOR BEARING WALL W/ UPLIFT ONLY to)1/4 x31/4 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ,:, ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE Z s e = �_• n . . t. �, n V cn P z FINISH GRADE w GRADE 40 MIN. 740ksi #3 & #4 LAP SPLICE [GRADE 60 MIN. 25" MIN. LAP [30" MIN. LAP] J6 MIL VAPOR BARRIER '� �— �� � �—^■ii• �, �oo�yo���w�oow��o���oo�.00i���o� #5 REINFORCING BAR ' , • ' 11.E (l:= 71.=71.=11'=1L LAP SPLICE • - MODIFIEDPROCTOR �I l llr >t 1557) • •. . •• SECTIONSEE TYP. WALL •- ADDITIONAL SLAB INFORMATION. 11=11=11.�11�11,=111= �11,�11 11�11.�I1 ll_i1=11�111�11�11'�I1� �1 —11-11`�11`�II�11•�ll�-n _ • TYPICAL THICKENED EXPANSION JOINT _ N Cn SEE A/S3 OR J/S6 FOR REINF. INFO. MIN. EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. t E� N M SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB Ol a CONT. BEAD SEALAN INTERIOR -31 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB co c �' I -III I I j 1= 6 MIL VAPOR -11 1=17, BARRIERu NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D w U CL — �.. e . D a- �- ° •LU 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS rF S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN a (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA, EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c E 6x6W1.4xW1.4 WWF OR FIBERMESH (2) #5 CONT. I~����I ON 3" CHAIRS 8■ 1 �4" 81r (TYP.) O TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES j 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) [� I r WWF OR FIBERMESH N_ I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w 6x6 P.T. #2 SYP g w o w ABU66 CO -2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. �:-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN -INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT E 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH , ee) w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) ° BRICK PAVERS or SLAB PER a U-0" FIN. FLR.jh COMMUNITY SPECS =111=III-III-I 11=1 11=' I I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0 S.G.D. SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD = d CONT. FOOTING STEEL MAT REINFORCING. cr ' M w 111E 11 a a. �I11=1 I=1' z W M I —I i I —I —111=1 11=1 I I —III W tlQ It_ ° 1411 1=1_ - i� Z 11=1 =1 11=1 11=1 ! 1=1 I F El I I=1 I I— _ w III III=III—III—III=1I III=III=III=' ooTING I=1I —I I1=1I1=1I I ,I—1I1=1I I=' BEYOND PAD REINFORCEMENT -I 1=1 1=i (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C9 v z_o z�z a Ln (D -J w (10 0 Z — 0 w ITU � �N U H M mo M C •pa7 M ' 'C N ¢ rn FZ 1k ,n �< d Al I B De N Z WZ z s��.B f� a W LL Z 0 -�� 0 N1 o ^ m � x d ZHMEo) W 0 ❑ fro zz 04 �. W w OCr. � O F E S 5\0; /�tff1i114111 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. LEN NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 9 CC W9 za co a Uz$�o J D U zZ W Q '� W JR6m R��® CU J Q > 0 Ov Q . o Zs O U°P Q Z Q W J In rl L U Z8 d• z ZUj ca O� g uj ,--i c= o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4v0 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER ///"--SEE PLAN FOR SIZE THREADED 3"DIA. EXTEN*SION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8' 81' CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 1 1 1 i 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d 4 L] v 17 POINT w/ (3) 12d MIN. EXTENSION FROM DRYWALL NAILS SOLID AREAS ARE L12 SOLID AREAS ARE DOUBLE2xTOP PLATE TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALLIS 1 1/2"MAXIMUM STEEL AND GROUT STEEL AND GROUT FULL 8 8 l 6 BLOCK 12 (TYP.) SEE ELEV. INTERIOR x x HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR SIM�S )ON SP2 w/ (12) 1 Od WALL F1 NAIL AT EACH STUD FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 1 Od @ 4"O.C. FROM EACH HEADER FACE 7-7 Z_ TO BLOCKING rAl ---(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N..T S. 12 TYPICAL WALL SECTION SEE ELEV. ,--,—SEE PRE-ENGINEERED WOOD TRUSSES @ 24- O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16"O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16' O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D _�2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW ::: - r_ 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 WAL NAILS AT EACH STUD 2x P.T. PLATE Cq r__ 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16"K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ S 90A TD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL 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 G TO DRAIN CL DOOR OPENIN DOOR OPENING emi L=__j DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING Uw� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C R BOUNDARIES 6"O/C EDGES & 8" NG( EXTERIO WALL O/C FIELD WALL CLEAN -OUT _T_-, rA F1 SCALE: N.T.S. 2X4 PT STUDS @ 16- O.C. �, �4 FiT 11 (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 3RD COARSE 1 ST COARSE 2ND COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 1 0dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11- DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD I I — MAIN SPAN B ENT] ROOFTRUSS MOISTURE BARRIER TYPICAL SECTION THRU WINDOW MASONRYLAYOUT rD IT UPLIFT CONNECTOR 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. 1\ �4 � �4 AND FILLED W/ GROUT KNOCK -OUT— NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 )#5 FOR CONCRETE PLACEMENT 7 -ow"mm -- --- --- Sol IN NOTES: (DFILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4"INSPECTION PORT -7-7-7 @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) \,__.n0OF 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. M E 1.1-1 MOUNTING BASE NOT SHOWN 9 FOR CLARITY SEE DETAIL E KIS4 0 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE 12 GENERALNOTES .2 SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL—\ Uj FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIME NSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 6 MOUNTING BASE SCALE: N.T.S. 8x8x16 C.M.U. GARAGE DOO TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -,"*'POURED CONCRETE BASE FOR 'BOTTOM OF MO z S - I - I- � - -, UN BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED GARAGEFLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16- O.C. W1 (2) 12d TOENAILS T/B SIMPSON SP4 W1 (6) 10d x 1 1/2"AT EA STUD (USE SP6 FOR 2X6 WALL, USE SP8 FOR 2x8 WALL) 1 Od 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 ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 4 4 4 DOORSTOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 1 Od @ 3" O.C. (14 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF GARAGE �P6CE 4a. SPLICE STAGGERED Z111,__DOOR J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK � �K SCALE: N.T.S. 1\ �4 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 11-41 (1) (2) (1) (2) (1)LSTA30 41-91 (2) (3) (2) 1 (2) (I)LSTA30 9'-16' (3) (4) (4) (2 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12"O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2'x1 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER 9 EXTERIOR HEADERS: ONLY (1) 2X SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE ----2X STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. 10d @ 8" O/C ATTACH ALL U EXTERIOR ST DS W1 Y816d TOENAILS TO P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVERSTUD AT LEAST 4'-0" LONG. TYPICAL rMTOP PLATE SPLICE DETAIL SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SIMPSON SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24- O.C. If A /8"x`10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE /-2X P.T. SECTION APLATE SP4 01 TRANSOM FRAMING SEE SECTION AA/S1 AND BBIS1 FOR ADDITIONAL DETAILS LINTEL INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON spi SIMPSON SIMPSC RECESS SP4 SP4 LINTEL t-.. SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON spi SIMPSON SON SP4 - SIMP SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END ou<j - Z, a- 2x TOP PLATE _//� R cn \�2-116d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE FP EQUAL @ 12- O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL(`_ �j SCALE: N.T.S. �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E b=2400 PSI (AS PER PLANS) a HTT4 w/ (18) 1 Od NAILS (3610# SPF) 00 HTT5 w/ (26) 1 Od NAILS (4670# SPF) ;e a DTT2Z w/ (8) 1/4"x 1 1/2"SDS (1835# SPF) 0 0 a HDU2-SDS2.5 wl (6) 1/4" x 2 1/2" SDS (2215# SPF) a HDU4-SDS2.5 w/ (10) 1/4"x 2 1/2"SDS (3285# SPF) HDU5-SDS2.5w/(14)1/4"x2l/2"SDS(4065#SPF) HDU8-SDS2.5 w/ (20) 1/4"x 2 1/2"SDS (5665# SPF) HDU1 1-SDS2.5 wl (30) 1/4" x 2 1/2" SDS (6865# SPF) a 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 0 x A.T.R.MIN.8"EMBEDME Tw/WASHER& NUT a FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT FOR HDU11 USE 1"DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT I HDU TENSION TIE rN SCALE:NTS SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM PIrATE B 5/8"X1 0' "J' BOLT @ 24- O.C. MAX. (MIN. (2) PER BOTTOM PLATE) C SIMPSON C SP4 " ROOFTRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10"J-BOLTS @ 2'-0' O.C. MASONRY WALL M 10d NAILS@ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 BEYOND. N N PLYWOOD FASTENED TO TRUSSES ---'—WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6- O/C EDGES SHEATHING & 8"O/C FIELD o t SIMPSON SP4w/(6) 10dx 1 12" zo Is (USE SP6 FOR 2x6 WALL, USE o PLYWOOD SP8 FOR 2)(8 WALL) o SHEATHING a SIMPSON SP2 W/ (12) 1 Od NAILS MASONRY-- o a SIMPSON SP1 wl (10) 10d NAILS WALL BELOW — 0--:_5/8"X10"J-BOLTS@24"O.C. o MAX. (MIN. (2) PER BOTTOM 4 2X8 P.T. BOTTOM PLATE UU I L518"X10""J" BOLTS @ 24- O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTE NATE: 5/8"DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24- O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. (D t� M 13 < (n V) (D 4--J LU C) 0 LU th E Ln M LU E 8 ca 0 g 121 C4 CN U2- C�, - 1 < a LO 9< Cj Al I 81D.1 N-C-B D C 14-2-Wi NT LNJIP /r c� - z LU i�02 I-, I 9 ly U r US 11'9 lz!! M. Cn lit z U, 44th LU zz --,I cc> < FLO.g Qe ltxh "�OFESSXO v "ON I To Me best of the Enginees Wwwledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 uj ;zc 0< 0 Uz, ly U. N tjg 15W z > z z jn� < 0 U Cl) --I ;;Fc 9P6 **N Uj wo� r*4 z z LLJ Ln di Ln IN _j x < �81 V_ rn < z LU z . . 4* v- tD z Z t—u co 0 06 :5 LLJ r_1 "A lo- Ln — SCALE AS NOTED DATE 10/2/2018 TECH: MIAMES VERSION NO 4mO SHEET NO. S4 i SIMPSON HGAM11 w/ (4)1/4"xl 12" SDS SCREWS TO BLOCKING & (4 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) (6) 10d x 2 x4 OUTLOOKER SEE STRUCTURAL NOTES AND " " 10d x 1 12" AT EA. 1 12" AT EA STUD SHEATHING DETAIL " 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE " TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL SHEATHING DETAIL BLOCKING FOR • IFIRST FOUR ROWS OF a5° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ g-0 O/C. EXTEND AT LEAST 90% OF , ' MAX. & (2)1Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 1 Od FROM LEDGER TO , 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ DIV BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2"CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED 10 "r INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER " n n " " 5/8 x 10 J BOLT @ 48 O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5l8"x 10" "J" BOLT 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dxl 12" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 10d NAILS & (4)1/4")Q 114" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE ' SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24 MAX FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) l Od & (2) 1Od RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4'7' ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S'S SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR X-BRACING, AND TOP " NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION CID`° °° SHEATHING DETAILW(2) FIRST FOUR ROWS ES @ EDGES 1 1 1 ". 2"x4" CROSS BRACE24" MAX. OF WOOD TRUSSES ;° 00 APPROX. 8" FROMSHEATHING TYP. RIDGE FASTENED AT"L" BRACE TO EXTEND 2x4 RAT RUN BRACING EACH JOINT W/ (2)AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOELENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d /� '+7—� 2x4 PANEL BLOCKING1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE(2) OSB SHEATHING ATTACHED 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OFW/ 10d NAILS @ 6" O.C. BLOCKING @ 24" 2x4 L CKIN 2x4 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/CEND (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3- PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ :.< 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION rD B.u.c., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 N ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. J , S5 g N ti id L 45° CO = MINIMUM 2x CROSS BRACING :c (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT 9 L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 00 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 12 ao i 6.9 MAX. 0 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1 Odx3" O/C @J 2"x4" TOENAIL 6" 0/C RUNNE W/ (2)16d TYPICAL NAILS ..... ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS Sts "L" BRACE W/ 10d @ 4' O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) A w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL UN 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 IN 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE �7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -'INUOUS BOTTO CHORD BRACING 2X4 MIN. LlIlllllll JIM ARCHITECTURAL FINISH NOTE: / EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4' (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO, SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r—GABLE TRUSS `CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'4r MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o U a ✓90'f- CORNER JACK U cc III z cr O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �L� AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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 WOOD FRAMED GABLE END BRACING DETAIL SCALE: NTS MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C9 zo :z a V) (D 4--J Lu ra o .� w Ch c �ru ru U U mo W ® N M 12 O M _ olso ¢ C � B D. N N G N S! Q`}�z fi zo .5 w a" i W V a Q W� �3 a 0 z 0 U) - *g �d UM Z LY d 6 CIA J 0 '• F 1-O'•: eAR O F E S S%O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W z% Zo0, 0I�W if m L C/) J > 3 ^^< LU U = u z . Z RP 0 6a LU z J lu i U ram-i LJJ 2: z a v Z z .8 Is m O Uj rn z W rn a o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4sO SHEET NO. S5 L C DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER =IX14411/2" TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX. PROPER INSTALLATION 8" ♦ DO NOT DO THIS 2"x BOT. PLATE W/ (2)1od @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TY ) P, 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE 3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3" LONG FURRING TAPCONS 3/16"0 X 3-1/2" LONG FURRING #5 REBAR ♦ ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) BLOCK@ SPACING �� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO iX8 I PER MANUFACTURE MASONRY THROUGH 1-1/2�� DETAIL MASONRY THROUGH 3 ►� DETAIL STD. 90" H P) 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 3116"x3-1/2" TAPCON @ 16" 1X4 P.T. METAL SEAT PLATE O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALLE71a NOTE: DOOR JAMB REFER EACH END W/ MIN ( DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR LAP SHEATHING TO BOTTOM OF ND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL ♦ OIST TYPICAL FOR CONN. DETAILBC S FOR CONN. DETAILS 10d @ 12" O.C. 1 X 444 _ _j F FURRING 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS ' +2„ _ NOTC FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. w/ (4)1l4x1 1/2"SDS SCREWS SCREWS 2x P.T. AS REQ'D 2X8 P.T. 2X8 STAGGERED @ 16 O.C. ♦ INTO BAND JOIST & 3/4" 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL #5n NOTCH WEB AT THE ' FIRST 2 COURSES ♦ TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS rcC CELL PER SCALE: FFILLED OUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2X8 P.T. BUCK -CONNECT TO BLOCK mo SECTION A -A UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 3114" TAPCON (1 1 /4" MIN. =1610 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" j SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK ° SIMPSON HM9KT w/ (4)1l4"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"X2 1/4" TITEN = 2150 #) ; 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 U2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER of REcoRDFOR POLY -CELL IN THIS AREA 2 X 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. ;' '. . SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS ..' - �.; BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN �' .� : .;. CONNECT W/ 8d NAILS BRACE/ BLKG. _'` N.T.S. - , INSTALL WDW. SCREW ANCHOM\_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 (NITS) INTO ARCH BLKG. PER 4" MIN. OF BRACE A TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4* TO 1 112" INSTALLATION DETAILS -A PROVIDE 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 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 NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ x pV TO TR10dUSS FR TO TRUSS TOP CHORD yqN .J MIN. 4" EMBEDMENT AT 16" O.C. + �F NG 1'-0" 5'-0" SCALE: N.T.S. SS 12 + + %N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN+ 2X6 #2 SYP @ 24" O.C. + + + OjLjtINISH 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 EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° ' ►.. �114" MAX 2'-0.1 8„ TRUSS + SOFFIT ° , ti . s' ' �O :. • D #5 BAR BLOCK HEADER # SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + 4: p ► • . CENTERED W/ 1917 H BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP L IN TOP 4 ° 1 X 4 FURRING 8d NAILS EACH TRUSS . .' ' KNOCKOUT / N CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK BTWN., 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR • Q MONO FOOTING _ , • PROVIDE 2 x 8 DIAG. BRACE (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. 12d NAILS SEE LINTEL I AND SECTION DETAILS BRACE EXCEEDS 24 • BUCK - (1) WITHIN JACK TRUSS PROVIDED BYJ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 - • CLEAN FILL ° 2 x 8 VERT. BRACE(S) OR INSULATION INSIDE TO ALLOW F7 ARCH #2 SYP @ 24" O.C. ENTER SO IT .► DIRT ? z TO BE INSTALLED g BUILT UP PLWD. BUCK - 4'- " SEE PLAN PRECAST LINTEL A. °ffTANDARD N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION . HOOK #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Yz" WOOD FOR OVER HANG FILLED CELL- L,L �I 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , : • L , _ �� . BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" �'� INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. `" •' `' `� '' `� ' `' •' ANCHOR INTO ARCH BLKG.Kol� rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL SECTION @ ENTRY SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" =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 DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE ' TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED' OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - 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 g PER ANCHOR 9 a. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & 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 LL v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER T IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; > LU a A REINFORCING AS FOLLOWS: a 1 ' PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT t¢ #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ > ° a EXISTING FOOTING (2) IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ' N N FILLLEDED CELL SMOOTH. DO NO FURROW. ° p.• DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE e, .' t, SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. " z g \ .� H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS o ° 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. Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING TIN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. „ RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK 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. zg z�z Q a z Ln CD �^, 4--J w ca o •p w Ln is �N U o0 m — 8 � 'C aMM U N �LLm c Q co 2 Ut rn U1j Aa c E D. " c� =Jl N N I0 U) r A-".F? Faj W LU � CHI $� m m LLZ NET W ��5��1,1ti3ttd� �jfa o `�\• .00 zz -4 �/ O[ C'V CO Off`• :af•• F1. 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 seat. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o z IL zoo Z �o�iw LQ 2�" jo C x O �- F_ o �uj U Q� f o9. �.x N, LU Q J 7� C) Z '-I 6,8!j J�-•� Li.jco Z �F< ` ko Z Z U 8 o 00 g UJI W o rn V) SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. SS IIIIIIIIIIIIIIIIx CROSS BRACING DETAIL (TYP.)r1 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 --I COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE ^ DIRECTION TYP. —� c ea v v N I i Q 2 N 8 t �I00 ----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS CB •./ L- I Vu `W LnVI 1 1 1 \l/VV •. LLJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS I CONT, ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER tRUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYP IC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS L.SEE PLAN #2 SPF 48" O.C. W/ (4) CENTERED AT SIMPSON HUC410 w/ (14) FOR CANT. SPLIT TO TIE 16d INTO HEADER & (6) 10d TOP & BOTTOM BEAMS TOGETHER 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ 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 ,k 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) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—j CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES IT v ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ j NAILING SCHEDULE 16" O.C. W/ (4) 12d _ COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD FPLATE VARIES SEE PLAN FOR WALL LOCATION �u 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. vp SECTION @ ENTRY $ SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN SCALE: 314 FOR BEAM SIZE & "=1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A F SEE PLAN FOR SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON CANTILEVER IF MTS18 w/ (14) SEE FLOOR PLAN FOR INDICATED 10d NAILS COLUMN SIZE & TYP. U.N.O. ADDITIONAL INFO. (WOOD COLUMN SHOWN) c : MIDDLE CORNER d SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER EXTERIOR SHEATHING INFO. ATTACHED PER 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR GABL� MORE INFO. TRUSS 2x4 BASE PLATE W/ 1/2" PLYWOOD SIMPSON LSTA30 w/ ) 16d NAILS TO (22) 10d NAILS OR E2ACH COMMON SIMPSON MTS12 w/ TRUSS/ FRAMING (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22`*� SCALE:NTS [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON 4. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. • • • SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FORLOCATION 2X10 #2 SYP CONT. LEDGER w/ (3) AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE:NTS LOW ROOFNVALL-{ SHEATHING ATTACHED\ PER NAILING SCHEDULE r-- 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. ftm L 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 �'j DETAILS &SECTIONS z� z�z z cn (9 +-� w o •V — 0 w NzN m W aim~ 8 N N M th S U �i 0 .g N u— i� Lv Y ¢� N a iz O �Ro A, E D. N-C-B-D-C 'r N_ .D �p .N.. v U1 (7 Z Wiz z° 41 l— __. LU co " � o: w rj in W d umIn Z 44 20 LU Q N c., U F t. 1 • V; _ cc C Q Q CEO Q . (37 �• ��P Q\r'. �? IF �O fNt1l11111111 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W a OOV 2 wZ K J J rn o a� z0 �j' o R H U F N .p a W o O U 1� G7 J o z po ign 0' H UWo f\V'�Wa� I ` WWF Q 9 Z J r-I a LL1 z 19_ LL Q o� M d' Im O 0 QZ rn ,--I a cn o SCALE: AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. Dal 1 1 ---1. 1 II , WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS. 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING 1 X "" "' WEATHER VE BARRIER & tARILY SECURE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING 3/4"A" BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING Q WEATHER SELF -ADHERED FLASHING RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SUBFLOOR ED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL ° NAILING FLANGE SELF -ADHERED FLASHING 1 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS BOTTOM NAILING p UNDER DECKING FLANGE O (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Al 11 _V SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER \ �o (BEFORE ELEASE PAPER NG, SCORE RRTO EXPOSE ADHESIVE AS SHOWN) 0 SELF -ADHERED FLASHING INSIDE CORNER -7 Ground 7 Water Resistant Barrier SELF FLASHING Lath Ce -ADHERED PATCH Sheathing ee tUCCO r•K S � ° ° a e a li N I, DOUBLE 1 ° a a ° Ili JOIST o n a i SINGLE WOOD BEAM ° ° JOIST %% BELOW t SELF -ADHERED FLASHING Foundation Wall ° < SELF -ADHERED FLASHING 1 a ° e 4 a 2 ° 3" MIN " SELF -ADHERED SELF -ADHERED 4 FLASHING FLASHING a Q 5 SELF -ADHERED FLASHING I SELF -ADHERED FLASHING �' • FOUNDATION WEEP SCREED • DECK JOIST OUTSIDE CORNER • fl I - P FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8 R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1,1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to comer 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 ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. `N� me WEEP SCREED DETAIL NOT USED NOT USEDn ", NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all c9 �' zco z� a C9 Cl v, 4--J ILLJ � o "O W to �Ln fCT U LU p t3 o0 m M C ������pypypy f7 ® N U ¢rn0 rLL00 al �Rv �o BD� j I� e N N i 0No rn Al Ez° W Q 0 LL w N LY V4�'LLo a LLmr8�U Z a W N a WWW.FDSENG.COM 0 00 N 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential ft Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 6vs! ' Q a �z 0 g WZ/� U) J Ov N / Q LU g® U tDC n 0 Z Q a LL O 3 O U _ `� CL LU . o Ch Q Z J W ILI o Z 8 �Ln-I Z �g Z y�j8 I r� 2 Wu .--� a 0 o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO 4mO SHEET NO. W P - - -' - JUL--I , r .I LI1tL n I "I I I „ r i i _ ,.... , 1 11 ten. in _ - - - , '^,y_, .��+lrwZ'=)alal��__a__ n. I I _ r _ _ . u SIMPSON StrongTie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code OBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing end Estab&shing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1 T81 Test Method for Mechanics/ Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services OCC-ES) revised AC13 Aoceptenoe Crdenis for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads 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 Judy 2018, The iMormation in this kilter is valid until 613D/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit W=stionabe.com for additional pertinent information. If you have questions or need further assismnoe regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.889.5099. Swicesely, SIMPSON STRONG -TIE COMPANY INC. A04 Keith Cullum, P.E, LEED AP dv/BDW Engineer, Southeast U.S. Branch Simpson Strong -Tie Company Inc. 222110ountry Lars Md(imsy,TX75069 Phom:072.542.0325 Fax972.542.4130 aaw.stronatie.cxn 9_, A3 ;•A� FL17244.1 �� y 1^-. r4 y.Y.6....- �I" ESR-3455 - r'.r nil A23 FL10446.2 ESR-28M HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 MD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD218.3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10858.3 ESR-2549 HD28.2 FL17232.3 ESR-3445 HU28-2 FL10858.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10866.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2649 HD810 FL17232.4 ESR-3445 HU810 FL10856.10 ESR-2549 H00410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 KTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT18 FL11495.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL1045622 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244,8 ESR-3465 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3465 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTW'M20 FL8223.2 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-2813 HUS210.2 FL17232.6 ESR-3445 HUS210.2 FL10856•R4 ESR-2548 HUS212.2 FL17232.6 ESR-3445 HUS212-2 FL10858.11 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 FL1085811 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2649 JL28 FL17232.7 ESR-3445 LU26 FL10855.104 ESR-2649 JUS210.2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10855.109 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS28-2 FL17232.11 ESR-3445 LUS26.2 FL10855.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10855.113 ESR-2549 JUS48 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10867.71 ESR-2615 KST2W FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852A ESR-2106 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3465 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 LTT208 FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11498.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2813 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2806 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2600 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.18 ESR-2605 MPH3516 FL17240.3 ESR-3447 WM1416 F1.10867.96 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2106 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA38 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-2813 MTW18 FL17244.8 ESR-3455 MTS18 FL10458.35 ESR-2813 MTW20 FL17244.8 ESR-3455 MTS20 FL1D458.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.58/1125 FL13904.8 ESR-2618 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PALM FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PH02A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3518 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.8 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16.2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT18A FL17238.2 ESR-3448 H3 FL10456.13 ESR-2813 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 HS FL10458.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2813 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A FL17236.3 ESR-3448 Sp1 FL1D456.41 ESR-2613 SPT22 FL17244.30 ESR-3465 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 Spa FL10456.44 ESR-2613 SPTB FL17244.32 ESR-3455 SPB FL10458.45 ESR-2613 SPTB FL17244.32 ESR-3455 SPH4 FL10468.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPHB FL1D456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2813 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 FL10655A ESR-2549 THD28.2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468A0 SIM200804 THD412 FL17232.16 ESR-3445 HD08•SDS3 FL10441.1 ESR-2330 THDe12 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM2DD802 THOH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS31F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM20DO02 - - - LGT3SDS2.5 FL11470.7 SIM2D0803 - - - LGUM26.2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.542 and Florida Administrative Code 96.72, 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 pemfit. 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 Fkber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-e7.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON4MPACT) FL20461.14 +67.0/-07.0 psf ThermaTru Classio•Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01.67.0 par ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.01.67.0 par B. SLIDING MI Wndows and Doors Series 420 FL15332.1 - FL16332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SEC71ONAL Clopay Building Products Residential W1ndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 part Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 pal Clopay Building Products Residential W1ndCode Doors W8 (8X7) FL15279.85 +38.01-42.0 psf Clopay Building Products Residential WndCode Doors W8 (16X7) FL15279.102 +37.01-41.0 psf D. METAL LOUVERED DRS Curies Division of AADG, Inc 807,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst shq 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-60.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 par PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 F1281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Camplank 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 Fell Undedayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL215W.3 N/A Lomanco, Inc DA4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boras Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GuM.Ok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A & STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. no chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA C. ENGINEERED LUMBER WWyerhseuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Caat-Crete Corp. High Strength Concrete Umels FL158.1 NIA Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE CD co O� U L 0_ � o 2 C cc -aCD � Cn CO = O O 0) O E U_ O _ .cn -0 cn Q ICU -0 .� Z W J 'W'^ /V+ CU m n� Q_ CU W Q � Z Z a J a PAE1.0. n�P W Florida DWw msnt a BLWinesa a P.oboMm W Regulation Product APPuu ApPMadau Dud �' taleMe FWW& Depwpnwd a Business a PmknW al Regulation Product Approval AppllDatlon Datatl Pap 1 1401s Florkk DapwtrMyyr��ade.a�.� BuaMas a Proresabnal Rpulatbn BukkV Codes and StaMrdt Product Approval Application DehN Pw.+ INNIS Florida Dapwtrtent a Buaalae a Professional Repbation &pries Codes and $fr1d Product Approval Application DdaN Pea, at INNIS > a--1 CU O •*.+ Q Q O �n1Q � CU 70 LL f� '�/�� W ♦/� vI v' U +"e cc Co = O O . L O L Q O ♦� CU . cn E O � Cn � (a O CU � � - — W '1"e Q �1 Q �- sio t tlarLot Ol OLm rLame n gl nine Amy A� SM� �1L� � Y L� A�A� a � RMMOn 2017 T1wm►TN ()elpelesen RYw Yettlrt LJ41dpr+F. edewa, PAL 10'00 J. IOp, PA. ta1M0/7 07n2@017 10ne/1017 12N212017 Approved elil—., . , '. li iBOMIor DoarMeellEeee (nC)ne-1�• PH9100 f"$)7w4m S ebeleg daMtaYon Ropatam• �^ Flaba ReWtred Aro11bd «a LMirNed Raba Plobeebne B,Iatlool onsud((matt AnmailW.ltw asonmuwv a Now gift Lid mmldLel�Mm L�dAradlagl t4ttl0a Os1111.1m Lim mmla 1 a Tlwme-Tru Faanp■eeb wtl SKOW ebr NonlYlal no" &gwubnktpaa/qu* 0pg11■ 12/91/2000 No Vw No WA (kwrkrgl0li.ie; XX wolourdtln) idol wiMrJtL � ➢� AMRlmI � MW amm imimD(mt SAmtet Llrmilmla! Immm" EMM" Lod« IWAiimd assumed s" Rwbbn 2017 -r""Iw ro CelPanao++ Nt Wd* Lyndon F. bef n ks, P.E. Ryon J. Song. PA. 12n&W r 1211=17 12M Mil (bwawy:0a1 -1 tear (419)21&1740 P114340a (113)Wam6 Subcategory: Bwarep leWW Door AmenOn Yi. P.asa Fec CoapMrwmeOlobEMOwealRepaltma Sow FbNa RpiM ivel ArollLed«a Umneed nni Plderbw [nptwr Monza not Yam" memdMYlst SBMd LdmoaLMam William AmitmM simew d arammw AMON Lam Rerbw 2017 Thw o-ThuCMPoredon Rest WIN Lyndon F. SdmpL RE Ry"J. Mop, P.E. 10n6Q017 071120017 ta18=17 12n2RM7 Approved o __ (4iV)2W1740 PE434M ro,9)71 4M 811■1619 ee11ot 0rwtw0on Reed Anwilibee�� FbrbeRpbbwd Amieed «■Revisedeffle111 P cAm" l FJ+arwer ansLar AmtmdhLLM aaemml11LN1a team g1I® La! F SRiaaotWimYmgrm Ift" t MINIMUM BOWO mode a E TMtnrTm FbrCWI* ■M &rA*W Ow Na+ila1 now igllokwm-Inped/gooL owner 12031MM No Yoe No WA �l a cradle Melon Door fAOt ago= bole got gmd!u" Lin MIMI IN" MEMNO W Sold lmlm au mom mgmida YMlld momm PWAMOWM AMMM a" Rowbio, 2017 7h■mrT1u owpo1e1 w Pods %Risk: Lyndon F. Brewers, P.E Ryser J. W4 P.E. 12n9R017 12/13017 12@UP017 Power F13C Approve d0lgatm.I I Dom Hi9)n$.1740 PE49109 (N9)7071a16 9004deq y:BwbelnOEa' 1' DOWAOWalblo �rbma CaaaaerNOlatMt embeew Row berna opal Pkeli Rplltl+ed Aadaed «• Lkwleed F1ald■ MAMMAQ� Ott In" Ameld mist 200a imleWAYMema XdMd" YMLott &so" EWLSAW" Aemt are Revibn 2M7 TMIm■-Tau P, F, N,n WckftleM Lyrdan F. Sd SO PE Ryana Wna P.E lon6R017 07112 ,7 lof% 17 ty12=7 Approved QeYepyc EabNbr Doore (419)2M1740 PE-49e00 (919)M-OW 8160019W.8ebplp 101 DoorAmeebM AdaraWbpmwtRwtk Cowp6aaareret EwMwen Report Boma ran FANS Roodered ANhldor a Lbwbod Fbdk Plobaebrle Engines OmbddMma! AaamdALLIM aemam11mC1M lmml ago Lai mmmgmmlmLi 2NOALNOWANUM in KM BmYlld eM 0 L TMmI■-Tor FbwCWe a nl 8n o*64kr NonilY eY9P� BpbLNon•klaatleplaL ObseO 1LJ1�0 No Yw fb WA Ong tiwriv, oommwa0n)� Lde zoom no LM okam" gl mmt *00 MUd OM GRIMM LlMLaLMot YMdoML *mmW AWN" IW&ANMN am=" at" Revision 2017 Thwave N CopwW*n RMA 1WGM Lyndon F. gdvyft P.E SHIMOSISCarew, lot Deon N1m Zee-,710 PE 494pa ,2n92017 ,2n9Q0,7 ,2/J,t7W7 PewO+O FBCApprore 8rebptp t3dor a DoaAee� MonOneElOpoerinerw. Compete= OVA* ElaloOm RsWfmn a am (819)W4m66 Baal � �� � � �� � MUM � l SI�Bi l�6Ai:�a Yd�J� �l saws1 agammm Al l/ mm Revillon 2017 TMrnwTto Capwom took When( Lyndon F. 80OWL, RE cottager. Exterior Doe. µ1%20e-v40 PE4140e ro P.E 1atdRM7 Wn2lJOt7 10f1e11017 ,?n2/JW7 APWWM aabcwoserr. Bwklpea bleOa DoorAawnlbb■ MwaobbemnrRnb. Oeepaeaee MMlot Ev k"m RePert dam o ban Prpleielpr+e En~w e Licensed fbrNa BN OOrI gam ammuLbLm amamimllmt ILImd gMim IMti ! fdl titer 4 .IDdP Nm� PJ�IR 14 n. Thnw-Tro FlowCblebwW&nodl E1 imYW SWW.O lquotNw4mPaaaquotGbad 12I31rM20 No Yes No NIA tNrlgpile llOa Peraan,iYleb Doe 0w1MD1O16w01R X ) l3NNlil�i SMm BMAMr�[ gi IIom gdl.Btili Lin � MOWN Go" iMOt�Liil�m xdmm" Yid eWO�/ 9Gd0omyr hNow nos Revbbn 2017 � � Lpew F. Oanea, P.E RywI J. long, P.E 12n9I10/7 12n9D017 12l11/J017 RickthirightReg raC Ape 6alpger. Eider Doan (41a)2161740 PE-43400 (a19)70-M a a PPro1b lord �Ndabd a a Lbeeoed Florida Lad 1 aTnwme-Tro Floer-CWeo and&w011-80, lam ubmk met A"<isaLtMrM AMMtAmMdMwot NaMUM ONM=lo ama F "Son &pis Doer (Meek etwone . X pwrb+e ew) Am 11LIM {M Aoammano tillAsi Saa11mJNAIL No tabs �d Yes No Lora Lmera NIA "A a LaeOi;(tudt L Thwmrhu FbrCWaand Sr,.eOW4W fRg�Im�A Naene eM/310A&wAobnLmgWquot Opaque 12*11M 1 CapoeY wee Fb1eMa Bhreb Dow Off; X confla Ran) AMKEILWLM ammmtwan M ialmti 2NWAL No loom NB¢ BUNM Yw No lAlsle9 moms WA Let 0 L TIwnrThe FWwCWen wd 5rnw# elan mmtAmmiAt GmbdRob beak NO k w/3" MgwttNarbpadiabt (bped 1201=1 C"Nft Edge Fbrgbw No Door (kaawkWAXitowk p; Xwmburatlon) InHym 201maf001t No aMNM m! Yw No WA Lai U Moddbohna.MM n. Thertw-Trig Few-cbmw and emoouka emeouamoso L NanYW ea113e0 4q uateewArpaaagbt Obmed 1201=21 Cwfnb pan sho Daor wa IMINIG! Sa1dltlwwQ 11MeYW No Yw No Redo WA Nmmk LeOi-CILdt (Yrbben a�w4: aar0uaean) Flat ida Dwwkmt a &obm a Picknimrl Repadbn Pas., a, Florida Depanrwrd of swinges a Pr bmr al ReguWon Bularg Codes and Standards laws Mft Codes and Sfridards laws Product Approval APPkam11 Doak Product Approval! Apppeatbn Dodd Florida Depsio ert of Business a ProteseiaNl Regulation WkWv Codes and Standards Plrl, a, 1a11J1,e Florida Depwtmant of Business a Probasloreai Rep Wftn Building Codes and Standards pile l a, 1Rame Gtliialdd 20 am" lea no goLbom lot Btlfimiwl goat Mdkff Lin gl gdL mvm !1M Product Approval Apptioatlon DOWN Product Approval Applkatlote LHhA BM NEft Endo= LIEWAMn Edd*Aik )ttblml boom PAgammM Lord isms alit AmmM m m bdEK am" AmdmWALMmm Yaao" Ydd" &,how tmGAMMMEd hoo and Loa Rovbbn 2017 Lig TAamwTouCalpwmm Cabawy: Bdwbroeen a1brNYOwy: &Ob/r 60OW DowAeeomeaw Ooepaeew Mdot Ooaaole Mat w Lira Alt Nov 7Wrlt malmoA. I Miles Ryan J. Sop, RE (4142aL174a rel+pweolgMb atA W4m6 tl.�re0lpowweaWK am anooLowliLs 12rlamy OW21=7 ANEMMUK AE aamnti[AM maNii goMmANA<; larA M17 � Bog" Age � ft a ft Sow 2017 LoanamoLvAoLikooKALMM Tkwm►Tna Cameroon Owpay: E,Oerlor Dom sleet+rlr•�twt+Mowabroo■rA.erlbee. Crap.. ideas! Ceraintln Meek or Lisp Rldt «reed; NmgwW Ached M=a Ryon J. Meg, P.E. (41g2WI74o 1i+11Oemew tlemr+b lat9) W-0a6e dda1�11aeNpzwlb.aa om SidkAa msoulos ft GROmtambbNamLM 120 M,7 011021/2017 AtmtmuNim abm KMM !ate 12rl702017 mibLIM boom nobw Approved 21" Ea i SRi wort rimma RwYIOn 2017 llrltOOt VVIndows and Dom LM11kp- Eewler Dose Ooaplwo Robot Eninlbn Row a,rom Florbb RpYbred Ardekedor o Lbeand Fire so= Gomm LirMCALlget )BWYtKgL �90"M PE4 M4 m 8bval M. t4ML PE (7(717) 3174N64 .� go no YMAmmd Lt�slmd ObfYM17 Oan1/1M7 OLEO" no r1G.e®aa1 eosmml Ow16rM17 10nOrM17 dmaa /peeved A Gab wroe 7mmge Revbbn 2017 lltr(MaoW (WINboo o.-ant Dose Dose 1poeeoyo EdWMeant me001m11d^•rdta Edetlw DoorAairablo a Fbdi ReplwlaeOArdabrt or a llwwed Fire souLK gasWl Aoomrt.LLlomm riArILL!( aNM Om o Luis 014 laws elevw117-1Mkb, PE (717) gem-9900 PE41ZM1 (717) 9t7Jlw4 4Mgawpawavd.am ask a& gdLbmft am )OOImW Ltadbd 1wGAbmOt Ae®ad OYt9lM,7 Od111M77 OW0D617 fOnOtM17 Lyra Approved 1 a &qmo CYeeeCrergwt red agbtBwA wbR by Tke1w4naaquot red es 0prgw end Gbeei H011b01 DOiraM 1201=1 red veBaow mglmn. krewm red Oriaerg No Yes No Seek a agWkamoWFaNragwtgeed &QU*Bndnwt by 71wma-TnlaWet es eel LID Oporto eel (stood Feaagbn Doorwith 12PSIOW end W Wet eMeba kwAV end OuWvkq w Yw ft WA e Pobwienm Etlg, B gumadiamom Ploheeb+lee ealplrww gmobem aamL)alM abmyW for then Aesd Lob 9lrtdbomete AaamitlLin ammeLi[lmt Loot Rum Nor! =80M GmaNLRook m SMbtmEkdm ak bi= godoLk= Bohm PIlmml Lt! EM d2lio M gmamdxmboam iNWHE Saauruwwa asthm Lesala NItmYLiAtdt 3 42DAU Md.,W::M NFOICED BERM 420 ALUMMM 800 REWFON ® ORO 12131W8 No Yoe sip IRA 4 Brtma 420ALULr4UM OW REa4FORCED XOEREA� nEe1MOROED M 1MirM18 No yes No WA mi Florida Regulation Fop., a 1 Depwbrwt a CodaBusines a Standards Bltldag Caries and $tarWEds 1a690,6 Fimida BUidrgDeperbrierit a Codes andlluaireass aStrldrdi �iaMte Florida Deperhnwt a dimes a Pralesaiol Reptiation P.p.+ d 1 Blidirg Coda and Stnddrds vMae Fkw DepaArrtwd a dNlaea a P710A*nkwdd Regulation Poor lot 1 Building Codes rod Standards INNIS Product Approval Appkod- DWAS Product Approval Application Detai Product Approval Application Dataq Product Approval Application Dehi 8i"Agrom Agullum so MOB mama ROVYIen 2017 mimogmK MMMldoreod0wel &iCwMelyt. 21" larder Din Aarnebba Cempawa mlt te eMagnaReport sow a Rangepl Rdmd Anw des LbeebtlP W si Lr go= LlsAHs vdkbkdwt aid amrew Lai lhbWb Levine seems AL ties, PE p171 gore no vY Mseased oanawy aYum? gomAndis gM aaAs abaml swisM17 ,a102"? Lie Append etlititwM gtb Men basis bn me 2017 ma i inK SO AN I NodDom e SubCwlOWw Y+ Being EdwW Door Oa■plM lroe Rwt Swan son RopeRom0a FbrW RaI' 'Ara LW~ Pbnde ched ofa mgm gamin mdmmrAMM INNAMI Jet event Never Lubm,- l4neao swm M.Wall, PE beagelmmMd.aam mm gl )mold LImIIM 0em11 /137 0w1111017 2MLEMO m 201 MQAVRMM Ammmd Oena1M17 imam? m LOm Approved Skills mmg Ammma RnSON 2017 nEdmam Cbm &A" PloAa4 CW"W cawr. ewDiner Dom Complow React Ormbeln Never wtitlp iookLK GO M LdrWAlRmm Ndkk% L Sid wit Via "IlN , - , TOO* SWAM NA, owy Pbbbr (613)7704M bit (513)61ad6a6 wOCowOwyiown gl gale Yddad Llmamd 1112AW? eW WM17 R*AbW a 20 fwLhom ml aomd 12*52017 Lim Approves B ga Mom Ydm Rwbiln 2017 AMdd tams chow &A" Plaaede Cap■+ly c011se1y:0 " Dom eetftlepo :8eetlo+ae0701abr DO«Aeeenrbew Ileeaoi CwY4aan Mwkw LeaveRab■elarl iii W Gomm LmomLALbl= INMO L Rik MArllrawl hawln ToWng ewvbr NA. Gen ft~ (513) TM4012 ore. (513)$iW4ga mlreeblaeNOdeaY•aan Lin no RNLBNli gem liL A a as mmM amtmd llrJYMf7 01v1a2017 1205J017 Lora Approved cn — E++ObOw P+Ube"y E0amme, Lad OWAMLNBid6NMdMLffA=lmOmtgratebi 9itbddamaem gmmtoOmYeAmAom Aama adfoctM Ae®mdwFJYo hANflQ glaNk ins gatm d¢ ARBIIIO [mesa Lad lMdd2mrmrt maMaOrrmW fiaedil mkmomL domlkLum ammmmticum ism e I wHZ 2dimL w aNk" gift ftM Lai 1 BEFM420ALMANNOW SamaLi l LsoagmoiLa o w sisoko mwog arla420ALLNMLN SMMD 1=1rJMe 14a 9WgwdROaglet NDM4990ORCED aoontuAM hoomthLon UAW g1dmANAsi me kno wmMMI yes No L� E� MA Lai SEFMB 420 ALUMINUM gMdkAY SERM 420ALUM Ma180D OX, XO,XX 12131=8 mg*mOMOmgwt 140114i1MVFORCE1D hMM20L LLim hmondbLum ab AatOia No rid 2IN& M alsvm Yw No grM ft l N/A 37 037 Ye60B PAN,2F161: a4IL W, 73, 76, 1600, 1a0 7B, 76V, 4R5T. 4RBF, WW 6W 2R8T, 4e, 42. 8& 41111. � ODOV.ORa GOW ARM ARUV, row Pan pwl. 26 act) 8k+lbCw (up b aW wise) OaMrM26 W010000E801ft. VAS 0etpe Dow No Yes No NO Pap P8FIJ2 M Oa31h16111 PAN 2F183: ail, a4, 73. 79, IWO, 110. 4W, 4MF, aWBT. aRSF, 48, 42, M. 4e11, 42% me. ODa, OMW GOOD, GRegV. ARas, ARM coat. EDMV 9bel Per 0wa 26 a0.) DoabbCr (a'S b i6'0' Oa21rM2a akpMarMC00E8M74; era /1WW Dar No Yw Kb s31 PBFIJO Pap (D 0 Florida DapaMwt d dimes a PrlcbaimW RepJMtioud Bddirlp Codes and StendanyM Pea.+ a, VLIMg Florida Dapwtneat a B,radess a ProteesiorW Regulation Bd f Codes and Standards Pap. / a 1 ,wno,e Florida Dpranwt a swages a ProleiOrW ReWiatlon "ft Codes and SLndards ego, d, 1Me,e Florida DrpaMwt of dmilses a ProNesiorW Repdatiore BWdag Coda and Starlderds p„pr, d, INNIS ■ Product Appeared AppAeyrM Datd Product Approval Application Det ll Product Approval Appkadon Delall Product Approval Application Detai Li not )molt R ..,l 2017 MmelOs WAS wddwe Oabaaly: /iir De aWO.rOoly: trap akarbr OporAareraba Lrareelwemole!l*AN NRapnboa BOW ger•o L�AHEt MINIMUM alert aalger LW Reeerb Lamas `rove ll thick PE („n N$SM PNm% (717) 3rt?44 1 (.11) bt�1 no gl w1Amm1 mieiM W30M as I=7 odwm m gl >� Ammi BWM=7 1a1aM17 2 O ApOeved A Slide wore Yow= rbdebn 2017 Mmdmaem POT erdllet,ei CeYlga1 00eebr Dori letClOpay: 8t0Mae EdarbeoorAeeotwew OaapeetawMelotCwgkWmLWk«Lk" Awks gm" A MrLALMmt m di m Den Rork me111FDede am -cat MIIweAab BOLO-VAL (a41) 4"00 MM 3laaaa0 dnrdl�IntloYMOom Lit got mb AO m d 1210MY MAW? AML&oim got aNAmmg Am®md 1226rM17 Lmm Approved �ar,m,.rtr gob Man ME ME ft Ago 2M7 mmmbd mt CURRIE301 In dAAW,ew Cloomy- a0dwtw Dom aWCwpwy:F." Dalr Caporwlb CeoperreSommhCWMbeW MrkwLNlhr zoom SRmm Llm[aLM M mdow" DeRODaq UL LJ.0 Ted Ber+lrwl PE (a41)4a4?Awcowgrorr. dwadsdeconowifty.00 (906)eae�W m AM M Lin Ydift AlbM 1113OWT 10*0=7 giLBmmb got Aw LAMMO &mMng 12IOarM17 Lmr Approved A GRi um lmmM ft WIN 2M7 Ma ut lou oa y&doee and Done we bb0oiawy: tkab Nag Cwperw Il.aeet Cearpaean Iilk«LYnp N dkm soft LlslLim= NORM sent sm"W AwwWWAMIBIm■w seever)K thick PE (717) AMdedwmAn«Naon piT)9t74N64 little go a mbo" got YeL LMmd a a wn" Amount 12211W7 12n3c017 a" Vaeibd U Rortla RagbleodAldlbd or a LJwnW FbOo P1114afy4N Pledrre.. ggANMLBagm Htd B Probwiweel EaMwr Lai EM&OLOWNLONMbKmmm SiAm rL babouhmo" 2nouLtabsoubm &m m1ffiLt aimM ISHM he m6tarLin tm WIWI. wQ wmmlm AIIMe molt imt glda(A- EmdrmAradoat Gdlltmimi.Atgl hmmodbLum AREM hmwa a LlaLi kind L m kit ammo ft t Lid As gmkuAseomo bdo&20000 sommizalo mmob Morning for bgmtlMAM am KM dOmLEM amba Odor moert Lti 6 OWM420AlLOMMSOD rim LIMN" 9LtemOmYbmwrt eRRS An MAXIMUM sm row""=) X IM14 Ls 1aaq.eaeurlat ammmiaKilm ammmmdftAr ft A liOW per deem N= LWmI Yes No sign ftm M is SW46700J+1te blab boom Vby1 tea+a Obw Dow 04114IN21 Yw Yw Yw NIA 1 t07, W. n7, 747, end s47 sego wd Pet or Dann Fkw11. (awed, end LouveW MOB red Mtn of 120UM2a hoeoa MON dam. Yes, Yes Yoe M 2 10 8N 62M Fkm%w FIen1■ KM web Ntwe loot to No rw No -wMw < Almea�r 2017 cn Fbr(ds DsWftwd of Business a Probe*" Regulstlori Building Coda and Stendards Product Approval Appk a, Dotall Pp., a, INNIS Florida Depwanat of Balnea a Prokmiw W Regulation BWriq Coda and StaWadt Product Approval AppOcamon Detail Pape t a t vlt,e 0 � W Florida Dapartrla t a dra»es a Pool welaw Req istiort F.r, a, &Ydrg Codas and S erdrds , =* Flog DgWW wd of Busaees a ProAesbrW Reguld(on Peas, a, Building Coda End Standards INNIS ProductAl AppAd eem DLod Product Approval Application Dad r�^ �/ 1Sbi1Mes 6AWwL Sane bee *Ago rmli ism zoom Smartt EMMELLLMM mdoo e( aft lit! imiko ag m Simtmoet OaR ffi,ammd bmmm Lego SRi Musa )mMO Otmmtmt wiLr GNIM MUMmLAUM INNIS L gum gee. gl!lilt aft lOLAMtttd LMmar/ alaammd Aram/ rids CU !ullum dtJ!! go Sol mown rbtebn 22017 mmwrmM Cbwp iesess peOwsCwpa■y Cebgwtr. Btearroe� subOo*W. tbabom Mtnor DwrAweaale bow vnn mole! common Md or Laster elks g m LIsALas >inumwl list eldl wR Mite! 760M aWvbn girl QMP%~ f1717re4�t et. pits Mramm meleaeg�lltoeaa+l got ) tMaRMIg 11deam ablowts Lrllsrs Ol Araansb Ao✓ 120$do7 mO Approved gsi AYmMs Ibrtlw m AmodmoK age moorstrs Pod—cengany , gwy: Etawbr Dori seise bawr. BerrbalW OdOWDOWAO$wrMm Cm*g6 Maarot COMOMM Wtk or Lb" iiGo salmi ZwkEL LMlma YMWLt mongiv eleta Irilbkry Tomes ewvwn NA, tpinliw (b19)770-0002 Iva. (313)61aa6ee mwodw%MOdOMAm Lit LM YMLmd Ash"Ist 11r19=7 0111WM17 gotPaimm Lin Altbmmmt amtmd 1210UM17 man Approved Nwbin 217 Is VA " and Dom y(71� aw wr Opa+Ptuee me*** CWWAOn more or Liog wotsmrlaw AreefterAadaMuw OWanM thML PE IArdA10Ww■AeoWln (717)31744U 12031=7 1251=7 MA4we Approved Rwsion 2017 PGT edwkin Cleeay:vl+dp &tCw/ewT Fin* Dan Rueelt Iaerra)oi BCCO-CER Mod4M&9000-VAL (941)4W4lW (asON dnwAOpplttain.awl 12000/17 laomM7 12rMrM17 Approved -- O datil Arta! m m6 VIRM PA*,WM 79. 76, "A, B4 4t Ars, 4M, 40g 4RBT, MIST, Gas. WAK AM. low amNL blbem dioltLMdot onsmubMmAawl Men Pis gW 269L) WhOW(W 00to VW *IN MMrim 1000 pd74; yam Geed taw, aeLWAR Ammou ■ SimMmmi eb Lao Ascot gmmm orb No gift na NOD P0942 Pop Osonamboom Ards! tin 1m wF10 PAN 7F169 79 76 64A W, 42 44426 4t, OW, aRBT. 60611, ORt, ARW9 E068 SidMAmamm! mmMJ>wtlMAee gm*ML MMNNNL ubW Pn ImIL 26ga) ttotabbCw (a2 b 1a7 062ir10Q6 v ss) WmO0owusim 4; VA Grade Door Amamta¢im AimLNti(M l attOwQ No boo IDiliAwwQ Llmet Yw No 210a tYrsem wl7 PeFJ41 Pap Ls! 1 ,OD PIN bUNKRredlAt Lmaooialmtlmgl na 72 kneaded! OWN 04003MA hJwwB SBbW= No wmilo mtmmt Vw No .80040 Lai 0 PW4100 UrN Worse MV pa m0agms&" gwmoLm Naa Ve64 Find Wedow 04IWIM m ft= Sam ftl= m mAmo Yes Yoe Yw Leta M � CL U no O a— FW& DepaAnlwd of Bucirnog a PmkuiorW RaWa iw ppe, a, BuiWkg Codes and Standarde , apo,e Product Approval Application Detail N Florfds DepeMrnt of Bohm a Plasadmrl Re01 BuAig Cedes and Mad e & Pea.+a+ vBeeN Florida DeparNmM of dims a Pi real Regulation auk" Codes red Standards p s+a,CU +atone Product Approval Appedm Ddd Product t Approval Applicallort Detail Ming YM MN*AMK SLIM gOdUKALMte mail" ribs« Doom BW Ammd Abamt Lfa Revbb 2017 T1Nnw-Tro Cooperation RkA Went Ly1dn F. SdwWL RE Ryan J. lop, PAL 10/iSM17 10n80017 1012m? 121120017 Appnvod !!IY>iL Li BM Yam« R@we 2017 ■mdi Per kdrakllw Ow1ae1F abiw ridecom wapamb Nwg crape.�melet a.mwin Mat«L+ o LNt.m games LlooaHom mould& oea■an& eamwei ICCO-Cat Meleaerb WDDD-VAL gNy) 4t4flw (rM $*arm rla+'>iwmommn=m gl Slim Awl LMmt tagoom 1ees�17 �JMr Ow BAG/bee &NNW ilmeam mL Among LbAt gee Sot vo RevMm m smukiwx MEIN - ■aed Dom armorer. Vtldpw arc rgrr. lloa *, Older Craperlw seen*, leer Lao alh=L Lbmt YM INUM Bwnsio w Aewbnrohbtoal Aa8bvan It U*k PE (717) 3e5-M Weeabob tnAnodeln (717) 3172454 berpaoBaabdam Lin no Yallod al Y MI03ma 01103=6 OImJ� lMm ASca.aM Aamd AMR VaMibd a E Nei Oa1ewM: E I I Dam Caaple got lvnrmn Reed am a Omgd mwytewerkEvokwitbrDeportSwna PA It at at Arched or a Linseed Flab■ (410) 2WIT40 PE-42409 (813) W-ON OdW�rehedpopwrtnb tom gmdkAimotlomleia mmMl�rMa Sr7lOmdirWtlaLle Ao In MOVE M bcesdag iANwli SleaYtAwwII tLm amain SMIt lMtWot LMWm � L1J Q Z a !a! 7 sN.eet (tar*�eb nepeop �CAIm—e �JOt�m OLaoiObAawl ,aatataagM.lisp vtraoW M13WMm a�lLr• ta� IimbtllLi Ire �� l� imams Yes w Lie d� M r! , Ne tee lqn wd PY,rga Prrw SidM.Amlmb miMgmoiLa SRlmmiamLagl 73aUeNrrra wee 02mo fe AiotmedstrYm Aommodfarthe lalwwB No Mind GRIMM= Boma Yoe no gala ft l +66F66 1 s, AquotFbwCbnMmiot, &qumclaoa�, R, sow.shop Dow- pp 0ral0+0«Odeakteconfiluess o &qviothe"casquat Gown 12/31r!@t No Yw Yw NM Q J a SHEET NO. PA 1.1 r Florid. oeF hwr of Bu*wn 6 Prdndoi RsWAabn ►.e tat addkq coal* and srndrae lobo PF"MAPPM" Appwoaon DeloN In m s Doi �n L mamma f1� a � � �Maid am. IwIMOM 2pf7 ovemo odd Dews SW~ LMWRLMt,Pa shtMa WIN Pa 1AlMl*i7 iwR 17 10eegit7 0012017 Appeal washow p171 � p5M14 (T771217JMM MiIM Owepea.ient AteaMMM ptPrl iw• • Rtdde RIIMYW AwW f •lMewrod PYtLM PwewMMo WAOM Bt�iErMM Med11111aaeL. AeaoaMN.IMa AaMaA1aLLMl We. Md. A.! br1wM11Yll Me w hLMi MMMMi Bohm all 2 e,a vwMMAawweM MbeM ui,4Pa Ne trM YM NM FbLlde Opebtrnt of Bulkrw 6 ProNwaLd Replddon Mdo4 codM wd s- - - FrodMltAWWM AWftW= Dew f!d>Mlta all lr . 11eeMr•s >ier,s �akl� IYtWWM 2M r7tM11eMM01wo awMaMMew LMRIMnM,Pi eierp Q111nMelee'l4a Padrfl lAlloo WetgnMrleet iIOIMM RtpodtrMM RdM RyMlrl AtdMd f • lLMlood now pmendsw.rMew W E.rsM.rMe 2 sw tMMdJtadMMt rIMM Popodt glalw Mr gir MrE... M. swa sm M» M= �2=00 A= no. SWIM ILIMML Pa /MM17 WHIM? 7 t21nYM17 Aplw/ amsi JNM aarM ANNd l m alum bless 12e14ate Ne VM VYo Na Fbdde Depa/kaard of Muekrn a pmbm w rAgwa ot1 tti.,a, MiMalp coda and srnd. I info Prodod AW" Appease De now I* all Mara MMaeMML gidar M WWAA r.e MMMAML Mil Mal �d 1 r A e M k nMMWM am Aa VB w7trMpwt LPMMMF.edwde.PJL OWMMANW&P.. te404.t7 1MIt17 I Ma017 qmN p APPwM Odtatryl RmMridW piMt.aaM P54f pMon"M eWDtrPotPslab obo*N @doM.ewM OoMlpwwroare AwrrMM R1pOMdIn♦ Plldlo RLelrrMlAwaaW f • LttMUod P1r111 PM1MOMotl.lMMtw Bi�AMAb1Aaa adrYrMM AeAapas AaM.IaLMs rerl Y. lest bLretYldlMe ael.rBllrr.M11 aMtli MSYeMi surer Enna t aeOMfiTAeeeteA ,MrfaertRtPLaIf INUM tr 7ao No MM FWft DapWbM%of Buirn b Pl0b0ft Rep WW Pea,., eddklecodl* and eha,dera1 11104 Rodvd Appwd AWft@ R DMM EI�1t as �rec m" SLY_ 10•e�ei d ! UK fie M ice/ skin A ON M77 POTMKWAN DeeM" aMMIOMMa000-aw reMIGIMIR W-WL 1241 M7 11MPJe17 'la0aDe17 Appard WJWNGPWNPAMn=M twPewm.oredl Oot.MOM Melt wLVOVSAMbalawba MndkAMMAM AAMiOLWA a AAMORMA. am olds daps r= ode MMdod b.ao. 1 rMMINMtow Wl.dwa Aawok wrddr aAtmM Tr YM YM MM MrrMMMrr Fbdde Depohird of Buekrw 6 Pr*bwW l P4gWs Dn wl.+a1 Bt "codes and eMr,darde 10111114 ned.MApp -d AppMoalbe oMd atJaOM MdkK all MMk. MaadnAa.L aMd asMghu� MM> m& ri wLd rd�red 9KAMMW ANUMN oft RIWOM W? PaTMdwafo Dell RMdI a1MMOM/ei000-Ow rMI4Noa000-VAL tfaliM7 11rleMf/ i1O17017 A7Pnad eoMM-.VM/we 041~00 L7ell20 socawpaeaNM OVION r/MMdM-4110 OwwrAmwroaw**PWo MMIMMwLWeO DAMIRURMIM trolls_! AeeMMM Me ABM. No ow. Wt hUNNAMIUMMMALMM b dlwftwL O LeMee k= MerlraeM MMMMM 9 M 1 RUMMI AIDMinowid Moo NiwMMIleaMw OaOall.1 Tao Yea Ym NM RwW DepwImd of Bwhm 6 Pi*b@ LW Ra91-4 we.+., MAN lne cOdn and slant I I 4tMW FTDdiot App—d APPI-0 R 08W EitMMD1M 20 all an" !ram r as AM" SOM. MMdIYAat 71Lr Ld & noAMMM Arcs R•twm am Al" "aum"M LWIM P. edIM PAL RPMJ.er,PJL 1e0wM7 "Maw" WntYM7 IWQW7 Appwad coov"RPwidMAee MAIM M PM49" pn2l7W4W some"toff monommomm9um ooMraMMeroawtlrMMteMspMPotliMtM e PWdM RoelrNW AdMW art Lowed pbddl PlOeodwW eteMew 6AA�AE.Mir no IMMOLMINJOkKKAM awksal dom w= MIMfMIAM AMAtM Bela! 2 teeaeA w=T4epoteaf Vs MwftW% faef leeti0e0 we YM Ne MM Flo OpMh ofBohm6Profsoft Repiledo PMeotat awwo cods wd slr, , da W" ftMft 2Apptoed AppMeaNett Detd am Misks EItltMAM BE so" MMIMMM ON" MM " MdOWALU NYYa MM a>MAaMd Ad allies RMWIaM all MMM MO aoeea RWnlc Wa pY.arp Mw ft"kaaM JOMaetaW,PJL OM r 011M 17 CUMe17 taMCADt? Appnnd OWeotY. PMMMMw 6"betla7 piAN21 003W4Ma aOMM�AoMMMM ROPataaaM � �M pw b 01olm"OAwodwo umviol row PMAMWw amble 6AMtlYablaM AIA! bM.MMe1AMa arrrrMN.M.t I= arMMlMAi MIN= bleb. + DeMPMm I+P r" teorMMottagtlao 13014M0 Vb Yes MIL NM FbtfdaOep.hnfdofBL.kaeae6Pl0ftWw ARep,ddon Ree,at Bddaap codes wd sMr7dr I +wrier ProdlrtApp7owl AppNeMon DaAM Elm gob arum Mr are AMEoara air all More MMaiM Odes MMUNLAAMM MAMda MtMd areAMd Ei1we AMM" Ma. FAWM 2M ants UMMeditneft Wa PMDNrgM RMWLOPMe JelweMard,PJL 0 J 7 01mMM7 eeOe.M7 10MOMM7 Appeal OMewTc ftwV 007104W P&MIM 4la.2d7dM OootpseMoalMiw inMrMM ROPMawM � M PMdMRISWMtNAnddW RMIMwW Poro 1hAeWea.t/Mo1 aLl/rrr.e AM..Aaas AMe.iaJMl kAM. MrM. Mat bMMgillr. MaetrrMMMaaaMM aM� MIMYILAM alhllr Ears + C n*"LoP*ft MawKMp"o +2At0000 Va Yoo RM rA% lobddaDepMhLwdofBu**n6FNoftw w Rpelddon poa,at Bdd"codes and sir,drde loos FLodtLdAppovW AppftA- D" EldMikMM all M�i.Ia AM *Mks gist. r iiLLLM IIoWWM 20" all MMrd0e RoM11 IOwMMM Od,eotI bdoe p" Mi4H P&M1M odemapo tA%*AWAVw wdWOI§9=m OonPlMreroeo! usenet PAW Oew M FwAs PA~ AMMdf aL ommi FIMM P"bub" aloloot Mtt blkeia1111M1 , WAo7tteRlbdAlfelM RrjMotoMMMWe1lboeaWMd.611bW MadaWe elplW oaMtlYe MleIaAML MM�iM � e a�...1 a.°..e Ark. JIMVILKNIMr.M wVINIT epe.17 eeQAae17 ta"Aa 7 ApPeeM 0"77!!Mt awfta M AeMsiagie A..siaae keLLe. Dow MOMtMhr.Mrt U= MMYLMM MrAMad Err.. loon!$ No YM NM NIL Rodda Dprl of 9lrkrn 6 P cbmft Raeulden Poo, a, BumvcodasandelrldMI MINIM Prods! App d Appfts" D" EialllMMM! gill AMLeL AM Ogi MdebeMa AM all MdR MM&AAM all aIWAMLar AMsmA aft RwtlM 2W ,Mee MMdo rIMrPMdodL lta RgeMMe21w Runt LOew Jdmevi"KPJL taetl7 0e0a0e77 Mgin17 10A 7 Append OM/wT: MwwMM P03041V psaw hapw4w aroateMrMMRoptaMMo MIS d Mf PYdOPRyWPw/A�eaaekfe WwedRwtla AoeraoMd saaMw nalubmbobw 20MLA ..a ANMUNIbLas Asubli " WM MMIM MAt bAMMOILIMULKOW ErOatMMMO. k= gwM MNi � ftr 2 IMaoPMMLopo" trr•ePPwdl►der 02wl0. Vb Yeo MR NM Flo OaI - - of BDYRen 6 P Aalm l Rep daft RVP, d, strike codes wd ebradAnda loaem FMdwdAppwdAWftW rDMd e all r I0 ire= an" �i11Le1e xdm wm lk�L! 6 � � Ate Mr■ fbvmm 2M JMwIMMMd**PddMb,ML PMe,Mpmw RMWLOMM Jolossms .Ra leash ONNOW ONI M7 1AMAw17 APPgad eer/wM PMw VHb 0=30Mt7 ps M21 Det)W4M ttre eitawdaMRoptawMe pv4doins dater PWIMM Ro jrwM/Atite,IfM UU MM P1w101 ROMOIMweM�IHt OMa1.t.e a...AaLgie AMM.A&ft Ww Moo Ara! DIMIUMM" aMMi a.MMatL M ft M 2 frtda4eMt LOPelfe alrPeoMMRUPotar teeYArO Yoo Yoo M RM Rortle In I I trl - of Beim 6 Pj dWdn Repbko tM, a, 9L"rV codes and 8kaldAt - $mane PTodLMt Appowl Appfted- Oe1aN EIAMMMIa Mae ails MMMMgi[ Oelt. Me>•tlLr.. IIMdM 2M TAMNO9 MP PaNNIA NM wdam awMwylLWeft PdoM,M Meats I411)434wu Ps~ t)wepeweoMeaMiIaMItoMMlWpodaowo A"I PWddo RyMrW At1aM,tf M IIetMIM Ptride PeoMoNaMd aMpaMMr 68MIMkaE.kM W Es�M� e Wa tek AWARMWPtlodopobtdt MMM.Ia MBA A1r�Il � Aft MM. L4eM lIMdn W1110 7 "Asa I7 "amm? 012b17 Append O20 30mm SMMl/e.e.e Mnr Oa. rlAAAt MIMMtMi gnaM ft r I"w4 ,e Yee We Md1 MM Fbdde DpWkRrd of MIMkMW 6 Ptirednd M - I I Bd" aadM end UNdrde Roft"Mawl AppawM Darr Poo,d t loMr Flo DsprknM of Btbwe 6 Praba ft Rop i k &"V cods and fen&Mb Frodiot Appovd App5-d- DMM P■.,.1 loom FbLidLa Dope bM* of Bu*ww 6 Pr*ftwWW Repaddon Bddalp colt and Ar I AodmtAppoval AMftsVIM DvbN Poplars glow Flo dde d MUiree 6 PLobeeipW wprhlrRl RagldoD &oft a coat and epM,derae ►Mdwd Appall ARMNd= Deed A,.,., +IaMm �k giM arL. Mr to N.ab.rt Mr alOAMAMI gift MMus no AM Mabagie Ml* dllAMlMi ar MArlL Mo Mr MftE no ElArrlAli a. AIM M Mr Mr �beie AM a. Marra Mw dL ad. M.M.AUM MMA.da MMAMr Aa_A .M a_ MMI. MMdW= ♦leas ad.e7AL M. MMA.ta MMtiIt gi1rNILA MGA_al AM " was a. VIM= SW M = 9O aeteriLY_ a ONIM MANN AdEW MMAee.er A.MW AMr a_ Al" awdo L M.. giOeMAM� MAdgida MAMW 1 M M[ Mend AMWi firer FAMIN 2M LV. TMdtPMRwMM/tMpwAwMawMM %w admn ft"Wit Paw 14dM eMdon IwMMw "Maim IWWXWT tiDeN7 Agmad RwMM 2M LV. 77rgMa Ma0MTh MgMMbdbdMd T"GINIMM I ft Pdwt Lodrawdwt WA MT Maw" 1DMTAM7 WIM7 APpwa! RLWWM =7 LY.7MOM0ou,Ma ride TMMPouAMdiMltwl Tomakkum SWwTRP" Letlw AoM1MM fe7feLTM7 toneWl? 10M7M77 12Naim APppad RadWM 2M LV Tnmp^ Ma ditrwpwAwwdMd Twak"Me aodr-ItNO Lear Ww" /d10t17 teMwt7 w7w? WI M7 ApPWW a1ollMOtttedM(TIaCq 002f MOM OMIW M LiWYOMPM (MM 0140484M PL+•74.1 M43MIaM Mwbowis" AIIOD) ps"203ow PE44M 0"30049M W Covq mp(U1C0► PSM"Dam PEsPe.1 MQU& Oe �I ftW4 CMtaNI MOer 1rgOewMotleeMaMa peaOoMpgr. RooenlAoowwYo edwM eollifarPRMe�AopeModnMaw• eraerwtPRooan,AaarewMaetwM aW AmwodMMtww Met/dMofMMaaM MIMM dPootRReetso ees M 0 eOMMelM6Mar MlMfwa 0M0iaMMdrtFede�B MMPed MtM �fate Owwp% wWdM*&A MIw, FoWt* Me Pltdla.twMtodAwedeMlwMIW IMdM PVIlteolottMaMaMw PWYRoPIMwdAwodwM WMwdllulo P,oeMIMdMwoo VAN@**WN dAdIMtI Mw UMN PWMe PmbMWw Moro Pie 40madAIwfMllewe pt+wbwa"M d PiedM EitMMiiAbrM aldka M AMM.dsl M AMMINI LM. lam MMI. EIAMMMdAESOM QM Ma/araMM 600MMAKA R A..MAMLIre War 900 EVMMMMkMtEsaM gmsd rrMM 6NOWAAsllf AMIII.M Ma WM MMMI 6C■lNAb�M QMMIaMaMMa AM.UKft AMMMUKAN am own Ma! l�M �M1WMM 1LNMr< 9A r ftM No EMMILMMILMIMMUMM brmLauu a 2EMM M.MaIMMO kd QdIw MMo< MaMrd EM! MIa! M&MUhAdJUM&KAUhn btrorMreMMa MrM.aarer Laft vim MMW1AOa MAMM EXAM ginE Er..M.ddLa giebe—MIELMt OMM.M 19MI. TAICDRA7oppil�oMrleM seteri a vL4Wft lronMMr%UMi MeerJeoa Mao We NM 111% 2 TMCOoeeeeeMMVMd 269W Mpwe1M No Yw MR -am" 2 TAMOOMMdte RedldrreMtMMe Owft=gs Yap Yee SIN Ma 4 TAMCOReuMd74p*M*pVatdeMftONw7% gas MMorarMwlwrpdo MAl*M1 Yee VM NM NM Fblde OipMbnrd d euebrn 6 R'aM.land RepabNoR r+,P tr, Bliditp Ctdea ed strleelss t4� paadaM Apw" Appeee - MW d� ell mom AM Os irbaaa M! all AM.M IM Mott M10salr•e aN uA rd OM ralum Mr pIOdUWIdPM,doMMM OMMJtoM JMNLawrLPAAB aadMIA MMMM. lattll feRrtl7 Isaraw I>PI AAMrod tdtlWarupe PleletAMMMMMYMwm dwask— Pinta= f"4ww MdofdMweolMrtettmtw pMPf rM Lwdt atlatMe RtPed aw M PWMeFAIWWA WMdfMLWwMdPYM Pwo$O ditobow smlmbwzv� A MMLV i . ABM. Wll Atr• As! M..sMMw■ MLr■rAMrr.MM rAMML arrrAA� Mt>r !Ms 2 2•RAMODAMdOWMIilptarfieft AlwdewtayevetMwpAtaldwMeadrtrd tttA w 7Me Ib RM eddtelrMiMA Fbdda Oeprhn" d Buhl* 6 P afts"m RM"M, eumftcoda wd sMNLdrda -- prodMetAppl*edAppbsftnD" EItM�Mt aM1 Mill M.dt�t MMrr � sANIL.a RwWWo all lMoottr; a AMtMr Owl* JMML aoelorc Pt 011twge ReMty WMM WII psaw tdiftopup Rea"AmatldraMmom eM1W1oIwIdMeMer uspd PMdM Refts wyerm OoeOtoemEMM* RraraMAmen Ier M Pao FA~ Awed w M LMUMd Par W I1ttMwlMd atpMmr Ml�ibaAr !.! bral0•aMMa DtrJ1M- DM.I Lad Mft FWAMWIm@ PMeL RedVMMt MaOMM*AeWrdw pa WW 0Wc Popla, wane M>�Aat MBA M � � A M e 1rr OWMILU %.Pa 12MMM ft APok CMM74 M QWAU 1aMIe AM_IUMle AMOMM am M.IM Q M alma Q r rLdeMt att oH10aMI we YM No +WSW,# Fb"Daprhns afBNiwedProlt wwIRapadrNoR tvpt,at Bddkp coil*end 81erMI I tdom pi Appr- d Appaed- DdA 0 momaM yin MrdloWt 20" MUMMA MMa taunt! MM�.Mt MRAM M! &now ad. PA%wm 2M7 OWN -lalwMttalMo 7MwMJwwwl IMYDLMIMMKVdnft Dw7VI. VMW Mae"? IIMM7 tatm? Append QtOroO-Rmet e1Mf2042M eMMem LLO. Ga4ae"M n RMMPTr wwMwMwdm OowpMtMofdmw tedeelM ROPoraa44 M PMMMtddeaelMGgr ZAMIMIUJWIM MMMLA Ms A®IitMe A®tiLAM WAr Aar. AMtt bl.ai INOWN SOW rLAAa Mdd.IMQ M... bMM S V6RM MoOn►Mab.Oonor faelDMe Ile Volo IeLL 11e1 Rodde OAPerI - of euekm 6 Piaft wo d ReplMlw pep t a, 0ukbv coal* wd slrtdrda ,hone PLoded Appovd AMINdwo DM d IIftK an 13MM811 AM xMis ardMIM gil*. MMI ALMM>MIM MBA A � Are d own RMWWM all ewdloo- IMtlWdeM TMMMMJOMMM W"o LdMM stun t•TTKemorr twatl7 1aM.17 1eRYJ017 AkVWod eorau7 McAr pI04M aretomlLO. prleaaAlM atrotltplop IR 7100, pIrMM1tMM1IaMeed/w OaMPMmor,erf ledrMtepMpdMewe � Peodeda+rlrlee itia 1Ma�d� Asa! barMMMr giMdA�MM r� MMrMi � Jura M Vft= roOwt PYOMAMM1MMtaR t0101aMd Ile Vle Ia IIM AleratiNar Fbdds DeperkLLed of Meeklwa 6 PeMedrLd RAeaMUoR Banking cede ow eltd" ProdudAppMWAppftdMM DMae w., d, late Fbddi Deprbl "d & akwe 6 P dSWbtd RepulMon eddlae cods end sbnderde PwdllatAWOVGI Appadon Deed polp,at loom Flo dtM DeparYllyd of Budnm 6 PIOAado1W ReeubMon eddirtp codes art or,darde ProdretApprovdAppkad- DekM pge+a+ loAwe Roddy Deprbard d Budmn 6 Ptof al" ReplaM M Buimble coda ow sMndelda glom Pair.tAppPovd Appadoo DMA d saw !r MM• WAI M Mr EliaAldtl all IdkA MM Mr 2d1baMA no Rdq gia Siam Mlle Mal MOWN MM dllMMtl all iML. � MM1 MdIE.� � a. MOM MINhaw AMAr MM• &fi _ MMMM MlMrd ANEW MM• all MMMr MlMrals near M UMLUIMM MAMdMt vdr MaererA MMiAMeet Arenas! Md. RM Mtiea OMAN L Ad MMbMALWM MOM" aL1rIL! Mak.M1 M>MA_el AWM r Ala. all MMLa MrLIM MrMd MIa.MaLIrM nad &now AMR rMeeMM IM attd1141"1 Goplaeetw ed INNOW Mpwd RnMMM 3w 7nMMbMmta OwYVLW W f01faoff tfy tassaw Appead IiWWM sw bdeRubMrt/eaMeMM"loYe�M• 7aaaMJwMd MMUMM&WASM OwVKWSBW aal7 sallow 1021=7 Anmood RMaW207 bud" e�erW/010NA_MmW sma KrAt7 07 atrtAPpnd lbrMwroJiMwwMMo�a oMra.rR7MtM�e a`.1aDAM a.druG aeer pgerWML10 4wMM R4�ar.Mett pMedM MMa MoMMwWMttG QMw"010 »� 'mwM1Llr.ore,a. mMMUOwanMru lo Mw"Dumomo Ropwtaoee Re lMtaw cowaw"�itrnRdiw4 IN ftm"bvbdn§x* wafMdwidtMa+orIrluIMffM"�+em a�eMMLb.Lr aM1MifLmMM aMAOMM>tbor.M a� rIAM�A AAMMdat! AMMdaAM1e MAMM M.MLI.IMA. AUMMINAM AM.MA&Ma aa" AMA. MMMte.A.ttt aA®r$MM AMMIILK . Ulm 2� AMMINUK r WMl MraA Mat ddLraMMtM MMM.MdaM.Mr elNAi AMrM>S ArAMr !_ AM! ErrrtMwsea giMMKOMMr.Mra KM MiWLMM MEMO E.MM Mat AidELMIddimisalubm b.dMaarrM RMUMU der.Mra dam MMI.M. M.IrtM a M Am bMINUMLONWRAMbAMLMMAPMa giolraNMbaltari 11M� M�LMi AaeM>r boa R MtMP/MA tafta-ft CA logo. Ir VM M MR tI CarttMM.NMed MML4hdn68ft PMPWr•ardMM.d1 MUMS No Vw NM MR Is Weptt•OMrrp AMoe, tltdraoMM tYr Rtt Neae•IltMdoreic w teII.MA we rip MR NIM MM to FIMPNre•LaOVMMr.R 1004 Md No qe MM VA a own swsa M skva M �� AAeaLMMdI .p..A N CO j a) U O� C O w c a ca Q -v C .CM � = O 2 O Q Q C _ _ •cn W C— CU 1 �- ._ c Q V C: 0 U 0 `v O L Q CL O V L� °- V U) m W d Z Z d a SHEET N0. PA 1.2 - Ili-1-14: I!--! 9' 1 II!I111L"I'l Ij,, 11 , _J_�1I __ I _ I "" I 1 L l I__1 I V AD FWlde DgwtrW t d 8uskwn & Prof Ololrl RGWAdlW Bumv Codes and morwords Product Approval Application DOW Pere 1 a 1 Raids DgWbrwnt of Business & Prok*"W Reguladon Pp I d 1 Imam$ Bullting Codes stud Standards Imam$ -- -- — ProduatApprovalAppkad-Defell BafWAISMt flat irlr WN 291 2MeEerli 2e11 mN 7 KAM artlaltbOt faecal dieNM.ilboN lsarW,t x� Albanian alr.A NMW AMMO awn Re 1" 2017 Bart Roo ft i-, , a.- TIpIw Jennre PJ%O UINOna Hbbown Gay W. vvabr IOMM017 1006=7 Imi m17 AppraM Cipy: MoNnt p02)2N0.22M aerv- LLC. ( m8544100 NI*pbear:IbeellpT2W masmNeJemwa06oKp ProAEvabaYon HMA' RNPOM km • 88 90SLAlMtlalt AmaONIJN! ALLm uLbEgo laeea 2WE lIL1 eMAOL2Md" gW WEAR 201NIOLMN Allow 2 20 I&OWN$Do-sham new a m FINPIaW-LaMkoO, CA IOm42DiS No Yw raA NM LMIL22 e PAm DepaMwa of Busiwas & Peofmaiawl RegLAsaon Pp 1 a i BlAl WQ (Ades rid ShWrda Insole Product Approval Applica lm Daed BAlIIWI soft arts 2m 20 2m.bmm lr ma IN" OdNrlla niCAMM l Aanmae ama RN/MNn 2017 rIWow"CINIVOR eGragw- ebrMLent/ IOC 61blaaas arrW. LLC VMWa RNebA PE ORMS1017 OBWMT mirA 7 ApOwlsd Crrpeyr.• $MINIM Cargalmal pm i1s*in 1rmm-M7 ale0abeay. Tam Plolee r.em f.YNaebwa M1awt owhoIo Raw No a Proaea Evab ON Has' a 2lrtdYlYer amaAbL m AOommckm i MEN ➢am Also glrtsmblangae WtN>i QddhLm a mood alma f fIWe0LV*p 1ml bpl(H&Amm a) 0116 CawNwr PMb laffla72 Yee Yee WA NA LeaASdWi PLASMAS man 3&0" ludNNim Slam Aam1M&N®I IIMl0dOM YNWW ABA 9GAMMal aamtwa Arlen Roddan 2017 Gbw PIObdo Pwtrde, LLC. Tm RoOWNon WAw'l Tan Jr., P.E John W. IOINNmwek, PE 06052017 080312017 00I11=7 12r122017 Approved .i 0., shuam O"WIPS 6 PEA4167 (0e4)772.6"4 subcabpry: slum PEW sommunew4h pra.aom Caeeaane Meant E1rbledon Report hom a F4rW R 91 ARJted or LkMlaed FWW pnbmMM F.rgbwr aiiiakubsomh 21Mm6aa11Em A1rdJtWan AmaI&Lgan IN" Mason MI m2m WEAK 2Lalaftama bEhm 19seelan 1 20 Gdp GNbrdad awl slum PAMOMMV Z Canlpslea OOMnizedOWISWnParllraeabd 1241201O Yp Yp Yes NDL a not by Irwin b ProvlNa Ialnbrr pwbeaai. Florida Deparinwnt of Business A, Prolessa al Regulation Pep 1 d 1 BuNft Codes and Standards IAMB Prodrat Approval Applicaton Dahll Ba1NllBN 20 zo tK 20 able 2atPILaan gf me INBaa NmftMurt 9M0rt AsirsLLbtue )M101b0Bt YdIiIIW AuOfartea EWi2omtul am=" alum ftmoII 2017 nWswd"carparaeomwlmL Sbrrtlewb ICCE11YIeaon SWvbl.LL.0 Wa mKRNMWt PE comw 17 O&WIM7 ON212017 Appard Calepdry: semo nl Careapib M4710184472 (407) set-1017 Smice11pry: Tn" PM" .man Cmeeawe Want ErMrlbn RepoRtdm a Ploalet E1ab11eon Endly BlI�IYN QNWKArlanOan ANmalNtUM AIWASU AS ameg Apure Mu1 m01iQmAlm GandaBokwheam ImIMMR abrW.I n add" Erman 2 nW 9OGrAgYr Hip PYb maw Conrbdw Fills 1201M72 YN YN WA WA YiNLShcOi Florlde Dspsrtnwla of IlUdmM & RoMab d RsguOslbn &O" Car srld S1rlar - Product Bvvl Applaaaell D" Py1 / aI veaote Florida Deparinw t of Bushman; ; & Proliaforwl Regulation BWWV Codes and St Awft Product Approval AR*wdm DeWI Pear 1.0 1 lmswe BMW46 Sent IMAM tat 2Mt 2ML&A N 20 Galt Asks 20 tat 2MLbodm 20 m< lima Rav1* 2017 Iafek bplrpba, Jt lr NIlIm1 >I�a OrLAmr o" seat ICC emhwoae ouw L LLC = Bwbelala eelvba, lar"a077 tOrteG017 Ammo Mma fa12amm Amp "m mt ME" NtaftILm Rsvilbn 2017 Wrok bdolbbs, bus. gm" AMMMKALbM )Nm m m Vodaua Awo ft ERRAanmal Doft ~ CC Eva%m§m servo, LLC ICC Ey@kW= Servo, IOMWMT ID/10f20t7 And now IM222DIT Approved CalwaF SbbaNw C "SMa4M Ur_ CMoeaF stredesl Componadb (814) ea1.74e0 LLC. Pb eeabre.y 7bMa be awn— amsmeam sabLlalewi True Pbbe debMalnrlcan mmemse" Cw*erw Wart Nva- - Raw ham N Cegeuu brew* ErablNUon piew tom a Protea ENkleaon Hay pnXNd 6iMeeln Enay RAnams G101m gmdkA� d mihLft ammouK Nt mind tar one thm bmand L m Asom uKim Noma ninon AM 2m kdw gl dkl soma E� Ban* bwmdama um a WEMQ 2ddkffi= Bohm Pa1lNu I MIG" sopL sir hdlYwlptlltieaweler PbMe elen2r2 vas Yee WA MR 2 WIG teps.blmowrAK rpbb 01JOIrm Ya Yes WA WA 11NNNGIIYde ll�fillAN !S Sell mN )Marta Nm bdm RN1Mon 2017 Glow Pwbdbe Pmdudl, LLO. 1.ele0, " alklamr &*Odmwr. smm Palleb Cog- Meant Evskoft RmW hOma FbrW Rpbbn Mdomod as Lbermw Fulda PwWNbrlal EnpYwr B man! 2 240apeGWrdnd VAWVA lPawbN*MM Florida Depaft" of Bwirwas & Profamional Rapuldw Pp I of I BL*d)rp Coder and Standards Iawis Prodllet Approval Appileatlon Dotal MtNatg 20 20 211 ZodhN 20 AQUINO 1hMrM&laluNt YNNmIMNt YNIUMa AWN M OCAaNmal AeNOW atlaa Tim Rob- W" A. Tan Jr., P.E. JOM W. KMOMAC , PE OWN=17 0II31R0f 7 ONI1 V2M7 12H7M? APPFWM 1peq 000-7N1a PE-44167 (OR MOM "Imlowd-Ow"Int- 900LA IL ANSmadb Lum ANNWAVA UE lama miss seelaaMtmloMao WEAIM glrlilEMB Bub" fts Cmuplbd Ganllbed OW glum Pa eb rNbYrd 120312a10 ND Yes Yell NA a not by trsdb sou pmvMv f%mIww prabdbn. Florida Depa tirme Or Susivw & PmfWslcv W Regulation Bukft Codas and Stwmh*ds Product Approval Application Dahl Pp1d1 IAMB BMffOaBM GNN MNBLK 20 able 202MA N 20 me mm rmalttmL Smarm LMNNMA1Moe Ya101biMN )01Mi11ba AWN" EWLAmmwl Aanmaa arm RNNYbN 2017 rm.—Cdneerwrb Gray bus Sbmn LNNb IMF SKvIWLLC WarnMRWOKPE OWIN2017 00=2D17 011212017 APPMI§d c'J"F :sbud"Careerwb (647)91e4472 OM AIM-1017 SebCaapar. Thee PbIW eralmempinae.c m Cobeeriea crew* Ewdud n Riot rwm a Rodud Emkim bn Enlp BCNl:�dme gooLa oNIL AtamtWMdNt amaOmft maim 21M MR lmftagmaran fbaNaMumm2m WAAIz 2mtaEM Bohm Fa 2 McCGRJOw Tnlmt Vold CaawM Phis 123irm Yes Yet WA NN temLgdMft Florida Dapsibim ofBusirwm & ProRwiaW Regulation Brad V Codes and Standards Product Approval AppNoaton DeaN Pptd1 Ifflwa adliutY soft Maurer gm am gdLbmgkN 2m mu Model mwmdld a GaONa Ma1N WAINanIL Si1a0N110lt 7h10aW &Mbwm naAmmaa AumW INK rbvWW 2017 Wrok kXkMVa, ion. OWN NAn Ice EvWeaon Savior, LLC CC EVakreorl servo, IWIWA17 10Me2017 10G2017 Approved 0144eery. Sblrtreal CWnPWWft (e14)M-7480 LLC. $960defOW. Tnoa PMW dwerlNna.w" (205) 59"M CarWanw Wen* Evskolon Rspat kem • Pweod Evrwlbn Hwy B ftartAetooan Ae�lm ANNaatlINlm leNut ganlan !ant BM69UML In AtiC gldlhk l01i Bob= Emeeu 2 willm 1IgLhiph elnr9 Vm aonrMobrpmb OVOIrm Yee YN1 WA WA BeNnfmletlt l3Et7on4m Gant Aran Mimi= Mkmdmbm Revmal 2017 NArrmbal MIUMM Ond Olrl 1sb0 1 ahem swcmbpry: smm pow" CaNaerwe W1et Mbatlon Raputkan a Fbtla RegWmWAmhW Ara LloMrad FIorINa plow" Enowr ANSI 1 220a NnqK 24p11sNV& and SbM SWM P1rlNb FWWa Dep .b,w cf Bwiwaa & PnMeeeiorW Rapulsdon BuNftirp Codes and Standards Product Approval Application Dehl Room seam ANNORA M la 11101" tar BNlblerl Fret L Bahbmb, P.E Troy eblwp p.E. (ep1)7124an2 PE-OD"M OW0474M norm iYpldi Iffims RIMS gf 21NBu01el RILL Y1a0MI0 Abamttl EwLhumml aumaa Ama 10002017 Redppy 2aiLANoor aanmdarGlm ANCOMU Alm a" Qum BMAELRmmbftfaolaltlallaYIL➢am ttIAMP 0ftlollmm Brma Italia 2209 AMW 2190 GehmWed a" Sbrm Prrb 1213IMS No Yee Yw NM Florida Depeftnwra of BimirwW & ProtasiaW ReptANion BuNd)ng Codes and Standrds Product Approval Appleatkm Dotal Peet all ImOas B� Seat arLr tole able 2MLbo a ok me awo NmNbWet Sena AoMrrtlmteN llrellpBt YeM11b0 swum a nAmmol Amer ama Rerwon 2017 rrvv owwq Colreorwb Owup bw. Sort Lerrsl MM EVOAGW Srvloe, LLC VA mn M. RWAIK PE M V2017 00072D17 Ofb212017 CeI-, 1, SWAM Componrds Wnel"m (407)811.1917 �� bAcamcow. TIM PYbe WiwlseprBl.aNn COsipaarw Meant Erahnton PAW horn a Product EvaoWIl Day 91NNICAmt100! AanOmtlltlm AOtiadlM.lm tNarl glib! 1011 Ea0a6ga10Aan GNi1dBuNamga! N1EMIi GUMMA 2 Balsa unman 4 ITW ecom mWWe berm Carelemr FbW 12021ROM Yee Yee MA NA IANafdbdl Florida DW@.b.wnt of Su*k m & Prof asloi Reguladw BW*%V Codes rid SWWwds Product Approval Applleatlm Deld Pepe t a i IMMOM E go Anoka gab abut RoLbsan 90 mt MEAN WNIa1Wm; SmtYa 1omtMiMe mma1WRl YNNltba SAME" EWLA lmal Amaa a" RBYMWI 2017 bank bwuebo, bus. DWb Non ICC EvAmsbon sMYbe, LLC ICC Eveliolm ftAm. Ia1H2O17 lemem? 102=17 Apprond CeelOari S011Mrw Co mwoft (e14) art-74e0 LLC. edocampow. True PM" drmltNmLOaml (20e) OIPee00 CaNparwe Neawt evsk alm Riot ham a Pwar1 Enluwbn Ereb ristw 2rlcammm #AMWMLmAm Aiimdi[Im ImanN Wtm MILE emaii2mokm --dmdn2NIt InIEMri fldOLIOMQ mom bmw 4 bn2D 20 P. rueeowrI ebb MIDI 23 Yee Yee WA NN M.ead4aalN Rails Depa "" Of Bu*on & Pleftesialal RNLI M M Bumv Codes and &VAN& Product Approval AmftWoa DsYI Pp 1 d l wlrr Florida DaprMm t of Bwirms & Prohaional Regulsban Mffiip Codes end Standards Product Approval APplosdm DoW pare i d I Imam$ Fla)ds DgWWW M al BuWwss & Pr*%miorW RagWlon BL"v Codes area Standards Product Approval Application Dell pp l d f Ima01e Fbuida DepsOmt of Bu*mw & RWesskx W RepAntion BLiId V Car and Standrds Product Approval Application Dotal P.M i aI Imao/s Bl11W40 1Mpl9t 2tr 2m QNLb a go BMA felt slam 20 20 20LBIN l 211p BANKM teas asks 20 20 goLbomp 21K 611Ati-0l raft meas 20 2m OdLbd N 2m SAft lbma ANalo KALMem ari/mr Awe mrb me NEW= NNrINIem Ganba AOfm&llianIL )i1udmat YIIIma Am1 B1Gdmral amfW lma mt IAanm mombd [ Gan11a mfNM &Inane YeaMYNNt aNaalbO !mama BtGABemai 620=4 mum AN )bass NmftWan[ ;ama loNbrLilltNSn )aM01Yllt YNIIfa AW a&Ama pl amsa Mblan me Baran II ndoo t ovn l M CC EVWabn ewwm LLC 1GC eeap 6ralivm. tene00fl ibleam ldalmm /ppmad RMbbn 2017 Nllyedwlmr Roh BNldaServo, b Ice Evdudo LLC - A. Rod N w PE OVXMI7 Oe12M2017 07mYApprWM RD, Mb 2017 WeyaMremer ROB RBMdmb CC &*Betio l Servo, LLC Jartw A PAMM, P.E Otifnuaw Oe110G017 07103FA17 Appromd Mevwo 2017 NbyrlwiMr Rob BOOM IOC E Nbbaon sm v LLC Jan1e A Rdhrw,P.E.n, P.01022=17 0a20GD1T 0710=7 Approved IWrabn 2017 lank blelrllbN, re OlateryStr1IMar Ceneerinss pe�B11F7� LLC. 0abpub'- swull" Correabra 6tdeI9:4447N (ea)Mi244 CNWpayl lrr BtruabCamporrae fe62)ea447e e(eo9eaN-1a44 pMpory: aYlwNel Camporwlb f2e2)e24 e447e (eDIl e2N-1244 sNbebpay Tam FWW *AasaleaWhetNbearsuonRepeeNoe• daafa♦1aa• Oaa►laaf aabGYery Hlpinele0Lun4Y CeelranpN1MN*t1NblMmiReporthorne Ro0M9aMMdIl�rrgalm elaaraM rally eEvm t.leler A0M mossa alter oorrl eabCaeeerr:EnoWnedLoner Repothml• O"WID"an10wge*e aulrmn ow Pwtid eM*AV nEfmy pn" Evrudbn Erlrb Pr� Hvmbeaon Eeay NedI111 Evablelend: B�iJaftMN Ba1�.EtaYr 8AN7�Im01IlM 6NUM:�LanYaN o,rtlll� ammoLkim boo m niim dull ran 9MIELAmINane ANSm002t)m AanmOAW-M mow gift gmisLAtranoIL aNu ndmim aNmnawiAn bent Rim 90MLAm AmaONLmm Amaii aft Assam gdan 9amaWranam (NARK QanfftNNf gums d� amf tmai2NudMm 20*mtlm mloaa I.HM 2aa01Jm Bulfol Erman ANSI amooLmmd&HNMW fmoksmonaft glablMwkwaaIt IIIEMZ AlbYelOtQ BWfa Ersan MILE laitgm0i0ot 9rtatembY21b KIMesz gmmb u Burma at Mu! biboLookLonahKALOMOmaNitlalIL p Wallis U'LweuaapM alrea mw fear OYBfm Yp Yes NM Mal 1 koffebm LYL lemYleW'Wmar LINIWr OBmams No Yes N01 WA 2 PreanrI PSL FBI abNlltl Lumew 02mmrmo me Yp NIA WA 0 Tberslrw LSL lemalalld Straw Lumbw COMMADIe W Yee 1M WA lleaA9alm Mi1aLSrataN MNatfi & lemN90" a� a� �M�,� o Qc o c .tm ca�� O N to O C O Q 0 _o CU LL _ .CU � E O U o L Q CU -0 .0 � VJ a- Q 1111 C/) an maim CU O � Nfi -0--J CU an mmmr U) -tf U) `C O L CL cL -fasen, U O V V`U m W m Z Z Q J a SHEETV,�z PA 13,