Loading...
HomeMy WebLinkAbout3316 Kresterbrooke Ln.3 3(� te—�iv� to-*� 11711 On DEIDElp E E -21 a FD F❑ ❑ 7E]FIEE:A11 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 S3 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or AIC Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BILK or BLK Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMP or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DEC or Dec. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each EW or E.W. Each Way ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EXT or Ext. Exterior EXP or Exp. Expansion FBC Florida Building Code FDN or Fdn. Foundation FXD GL Fixed Glass FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foott Feet FTG or Ftg. Footing GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORV Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or KlWall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear LL lintel Length LT Laundry Tub MAT Management (room) MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAG or Rag. Return Air Grill RAD or Red. Radius REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS or R/S or R&S Rod and Shelf SO or SO. Smoke Detector SQ FT or SF or S.F. Square Foot (feet) SGD Sliding Glass Door SH or Sh. Shelves SHWR or Shwr. Shower SHT Sheet SL or S.L. Side Lights SPF or S.P.F. Spruce Pine Fir SPECS or SPECS. Specifications SO or Sq. Square STO Storage SW or S.W. Shear Wall SouthernYellow Pine SYP or S.Y.P. Towel TB TowwBel Bar TEMP or Temp. Tempered THIKN or Thicken TOB or T.O.B..BTop of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With WC or W/C or W.C. Water Closet (toilet) WA or W.A. Wedge Anchor WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS REVISIONS 08-20-15 1.0 NEW BASE PLAN �p� 12-8-15 2.0 ADDED VAULT. CLG. 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. MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CJM ) AU -WORK I NVU, S� GA 51111 VOG CO; FtOR r-y�etr, GO CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. NATIONAL OF 2:E?HY ANDTHECIV p�NCES Q� Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction, All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. ���� CITY OF ZEA � 1941 C9 zo z� a t•/) U Cl a--+ L.Li f� o •V — 0 w 120 �Ln M U o oP m W ® N 0� M p12 f6 M 12 C N U o �U-.0 -00 Q rn CO ur) D D. NN C� s ,11 • N_ •G eq NN M Z 5 Z W z � w � ul ayLLti� a Z ��¢ o 0 0 LL m W N A CO Q i.�. 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W za R tjz�n: o ZgH z Ce DO1:J O� wuJ o � N V) L (/Q■ W Z Z o Ov = gut. � � ---` tj o g 58< ^Y Z Z J Ln V"I Q W CC L Z z� U 6 00 t4Z Z yL 100 00 g M W CA o SCALE : AS NOTED DATE : 7/30/2018 TECH: M]AMES VERSION NO. 4nO SHEET NO. C S m A /4)H.B. III❑IIIIIIIIIIIIIIiL]�?IIIIIi11111111111C]IIIIIIIIIIIIIIIIC]1lIIIIIIIIIIIIIIIC711lIIIIIIIIIIIIIIC]111111111!►111111C]11�1111111111111[]111111��1�11111::11111111111111i��11r ■ COW��-L����r/����� CARPET /7 ' L BUILDER•APPLIANCE PROTECTION REQUIREDWHEN 2 CARGARAGE 1 1; 1 C, ARPET ����I��i_1lt►L�i9i� IN i-i: {IN•NNNNNI ■_T-�:fi�_■_il■i■■■lil FAMILY RM CARPET - 23'-08" ■ A.F.F. DRYER` HRU - • • BEYOND WALL STUDS W/ USP H_I`T4 @ BASE Cr NOTE: FINISHED TO BE VERIFY IN FIELD. 1 1 cc E _ML3LJ 1111111111110111r] 1"1 I� = - @ 1 STORYWALLS u CD O _ .1 • ,■III,■ --�I �� ���� �� MIME �" • E �� ,■_�FLUSH. • 1 PP FAIN ■ � MINE 1 1 1: ���1♦���1■���� ■I■I� ri?:E■E o-ENTRY • 1 1 Rim■ gin■■■i �'■■�■■■ �■�irl■�I)♦� ■'■■■■I - A -- I��liilt ���' ::J111111111111C]IIIi111111111C]IIIIIIIIIII Lj M --- r� IntEF.- PATIO CAFE 1 U) CARPET■■■ - Iti� 1•: B.F. II II CARPET. 1 BEDROOM 3 1 1 - - 1. II II 8OM4 1 u _ � _ ��■�■ ■■1■■■� - �_.��■m ��� NMI NMEME 1 •: • • i - r���Ir a:i� ��■■■■■���CARPET 11111111111111=1111C]��1111111=11111111111111=11111111111111:IIIIIIIIIIIIIIIIC]'��=1111111111i1111111"11111111111111111-('�C]1111111::11111111111111111=11i1i1111111111=111111111111111 iiir■i��Yih�il - ���`■��11 IIIIIIIIIIIIf 1i .. . 11 - r - In V - STORY 2OLM I� H.B - EGRESS EGRESS A O S3 O 15'-10" 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/ 112" 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 20 X 26 18 4 X 25 } S.H. 13 20X38j 184X37i S.H. 14 20 X 501 18 1 X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 184X714 S.H. 432 27 1/4 X 26 26 X 25 S.H. 433 27 1/4 X 38 N/A S.H. 434 27 j X 50 1 N/A S.H. 433 N/A 26 x 37 1 S.H. 34 N/A 26 x 50 S.H. J 35 27 j X 63 26 X 62 1/2 S.H. J 36 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 X 38 36 } X 37 3/4 S.H. 24 37 X 50 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 } X 25 S.H. 33 54 X 38 � 52 � X 37 � S.H. 34 54 X 501 524 X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 } X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3.Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE 'ICI OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 �F +26.6 / -32.2 GO SEE SN SHEET HH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 11111111111111111 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11B111 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION I R-VALUE / TYPE 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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 tp z c z C> Z a U) zC: 1)0 cn � w XU _ •V w 0 � �N U m N '® m Id 0 N U �LLgo o Q rn ti ^ u7�'� c�i Q O B DV N s _ N b rn # U) me W d- gal ° W �LL a Z� m V Ern 5 U)M )ttl��° 1Y \a�VIA OW 0 r C o _ _j • v cp . ` lO O_ It co OF ES E� 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 U UJ f d.10 Z z 0, CID pW iZ a z a F- Z� 0 quqa F O (2) ILL c Q z jw V 2 LL C-4 V o y g20 1 ` a cc Q Nr N g Z Z J T_q r-I L U Z 0000 Z Via$ z m O 00 = a ,-i a cn o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 1.0 9'-11$" 2'-8 " CD 0 9'-11$" 2'-8 " MIRROR MIRROR rr c x Q O M 00 00 s N c r f� ®� o C8 cift 4 00 s " o Lrr m rn OWNER'S BATH OWNER'S BATH BATH 2 v x M LO 130 tr i \ / a HOOD z Lj L=�j FL q o 0 N N 00 0 `v c O 0 0 0 O D O 0 � q D o 0 vi OPT. a RANGE REF. IE— KITCHEN ISLAND KITCHEN KITCHEN N INTERIOR ELEVATIONS. W SCALE: 1 /2"=1'-0" U zg z z a �V — OW U m N W � M O O N U t `i o 00 U) LU in M 0 LL ja E, Lao Q o NN C e D. D N O f w --N Z z W -N� a ua W `\\� O\N ►h��,�i G. ❑� Q`,��5 E 0 �aa v o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenfial 6fh Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signatu rIE e and seal. LENNAR 4600 W. Cypress St, Suite 200 � Tampa, FL 33607 www.LennarTimpa.com s� W a �zOo o�VU Y W 33$ J W V � Z W g ICLU U � 0 �Z C N W �a W Lli J r-� W W g $FaQ 00z -4 z � LLU n Z 0 SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 4nO SHEET N0. 2.0 U zg z z a �V — OW U m N W � M O O N U t `i o 00 U) LU in M 0 LL ja E, Lao Q o NN C e D. D N O f w --N Z z W -N� a ua W `\\� O\N ►h��,�i G. ❑� Q`,��5 E 0 �aa v o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenfial 6fh Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signatu rIE e and seal. LENNAR 4600 W. Cypress St, Suite 200 � Tampa, FL 33607 www.LennarTimpa.com s� W a �zOo o�VU Y W 33$ J W V � Z W g ICLU U � 0 �Z C N W �a W Lli J r-� W W g $FaQ 00z -4 z � LLU n Z 0 SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 4nO SHEET N0. 2.0 C— - - - - - - - Q 00 0 N HEEL T.O.M. — — HDR HGT. — — TEXTURED CEMENTICIOUS FINISH ON C.M.U: (TYP.) 12 5� 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND 5� 12 �5 12 L_J 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. — — — — SPECIFICATIONS 1' 0" I F.FL. +3" SMOOTH F2 TEXTURED BAND 14'-0" RIDGE VENT ----------------------------------------------------- 1'-0" Z-O" INININININIMIN, MININININININ �l T-0" RIDGE VENT 12 �5 FRONT ELEVATION - B1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — T.O.M. _ I HDR HGT. TEXTURED _ CEMENTICIOUS °D FINISH ON C.M.U. (TYP. ) ------------------------------------ F.FL. M. LEFT ELEVATION - B1 SCALE: 1/4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOVANG 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 / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. (9 z� z�® z a 4--) W •V — Ow (J) m LU ® ~ e) M m04 T = Q! C)�s N O O " o � Qrn v obiQQ1J6 Al BID. x ,T • N N �� V� - N Z $ G' z � eAA � Ili LU Q °^ w j IU ZIpW�$¢ �o Ch m o� C"r LL Z W SE 1 • •C � •. �P •. 0 Jam', Y ••••., •••• �e,. \\ �?fo I111111110�\\\\ 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 Z Td'f fF 0 z 0J` w L < LLJ J 1..1.. LLI L-Li z 2: '0 C z U = Q Opz a9 L - z O 0 LPL g�< < UJ z Lr) di J T-1 LJ.J z Z Q ra 00 k z V)8 rn mob rn _ �Lu ,-t a cn o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION N0. 4e0 SHEET NO. 3.1 dl �Ico 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS L 4' 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. 6'-0" SPECIFICATIONS T.O.M. HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — 1'-O" EXTENDED OVERHANG TO TEXTURED BE CENTERED CEMENTICIOUS o ON DOOR FINISH ON C.M.U. 00 m (TYP.) 12 5� 12 T-0" RIDGE VENT 5� 14'-0" RIDGE VENT REAR ELEVATION - B1. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. V-0"---------1r—Or' -- - - ---------------------------------------------- -------------- ------------------------------------------- TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. 2'-0" ap CEMENTICIOUS (TYP.) Cp FINISH ON C.M.U. (TYP.) F. FL. +3" SMOOTH TEXTURED BAND RIGHT ELEVATION - B1 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 wail cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Z M Z Q J a � w •V — O w 120 E �N 1 12 U W 1-- m N o v) G M C)�LL a L N QuQo d Ud� Al I I B D. - V Ir -WTI N N � � N z Z U) z "w' In LL LU — g'LL aW W V ¢ '. 3 110 a p Z vrn&ie • P: • • • D OM W V �•_-� • CO p •' �, �o ��ffl11111111\ \ 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. LEN NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com o z ¢ z¢� C./1 vJ F � a z 0 U z z J L�LLO U O " � Q J w LLI W ^ aS 5 1 Q W z W O T� C z U W�� Z J ,Lr)-� W S pop Z zS In Z tD iln 0 06 g W M W o SCALE : AS NOTED DATE : 7/30/2018 TECH: M]AMES VERSION NO. 4mO SHEET NO. 3.2 2, 1 rn v+ 2" N *NOTE: FOAM TO BE USED ONLY WHEN VARIES F 1'-10" 12" V RADIUS 1/2" 31/2" RADIUS CAP RADIUSEO r ih CAP REQUIRED BY COMMUNITY i 3/4" RADIUS iv � co SPECS. IF NOT, 111 OPENING VARIES 2" iv DETAIL TO BE Ij,2' 1« 111 BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1" 4" VARIES a AC 1" OPENING = VARIES (0 CV 21 1 12 VARIES VARIES fN 1 1 l fl 1" 1" In 11-011 1p 1 1/2" RADIUS 4' 11 4fl a 4" 42„ � � 2- _ � z 21/2" RADIUS 44. MLA "V VARIES q, 32' 11" 3z' 1" N 3"„ T" 2" 1" 1" BASE BASE C'N< 1" 11 r 1 411 11_�11 a^ 4" ACV 12« *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN a io is REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" 2 1" DETAIL TO BE 2" 2" io BUILT W/ STUCCO. Sall EDGE OF OPENING 6« � ' T 0 1 1-1/2" THICK 1-1/2" THICK 4" 10" N All,�MN 21" 4 =v. 101, 6" 6 <V 2 s 2 2 i �d. z � 111 2 N 2" 4" 1 311 6" 2„ Sp N cn W � cn W - 1-1/2" THICK" 2 T 2'-4" 1'-10" 4" 52^ 1'-5" 52" i 2 � 11�11 311 is 5411 -41JM a^ 111 1 VARIES VARIES N W 22 Q chi r • VARIES VARIES r4j" 8" n3-2 � i 2 00 c•� ; i�l ppNio pvz 6" 4" — KEYSTONE F11 0 OPTIONALT°'OPTIONAL::: 2 KEYSTONE F11 r to 124411 CD er R4T4r* v " 311 ' 3' a 211 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4"" 1h NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH ' • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 1'-6 " 14. 12fl 2-1' 1 2" • FOAM/ EPS MATERIAL IS ACCEPTED .4. 534" 1'-1' 54" 3'-8" 7" iv 1 4" T-0" 4" 2 II 1011 V-4" 101, 0 N io 00 _ V d CO - N A� 1 N O �9 y v CN 0.0 T q C") C) r 1" Rio• ; ,11 12 NI XE a II —/ GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 6 ACRYLIC SAND FINISH 0 r Z o z � Z Q r2 U) Z C9 4 C/) r..0 �U — 0 w U m N r,, - �, C W M _ U o c '�L[ C Ypp Q Ol ib co Q V7 of Al1 B D• N VC�Will t_ N [O �p O � O N I� ONO Z Nz Ei Z y �, I= N LL 4 L CW �� .a M0,0; m� foIll UMZ Vi BAN a W Q N Q N O U U O WWW.FDSENG.COM 0 00 0 CV CV C=l 00 C=)- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within Ruses drawings comply with the 2017 Florida Building Cade - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O w� of fF uUa 0, U J L J Fs� W _ I- LU LL O ce 0 J O U =� W o, x WHS i w U O Z J Ln W WaO2 z a 00 Z Z Z � z S 10 mIn O 06 a ,-i c=n Io SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. F1 m rn s S g J LO 00 t Q tb n: 00 Vi ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outet 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 FEPP DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I.® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE �_o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Ot EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ^®^ l ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GI3 (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER #14 copper to lights & outlets 00 AMP 1 200 A#12 topper to 20 amp ckts #10.2 copper to WH #10.3 copper to Dryer MAIN O2/0 or 4!0 SER Alu 200 amp 150 amp POWER CO. FEED Disconnect INTERSYSTEM 4 Bare Cu Ground LROUNDING BONDING WIRE TERMINATIONPER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP H.B. FOR MICROWAVE RANGE GFI DISC. HOOD PER SPECS ^^ RECEPT. VERIFY METER LOCATION WITH MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=1'-0" Z M — o Z Z Q d U, Z CD ^V)^' W �_ o �V — OLL c �m U o o1- m N W ~ to M C 2 Ooo _ U " co Q rn o r` v Ln aQ d E D.� N �C v N cO h N v Lu O # W Z U) CC, ui 0. — a t W Z HLU --1c's o tom� ••10 Z of:9E LLV m usOC N¢ a O U U O W%V MSENG.COM O ❑ V N N 0 rock 0 To the !lest of the Engineef s knowledge, information and belief, the stnu;tural 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 sZ OR Z �Zgq�a Q � W R Z U oo c� 8 Z 9 w J Q U �' N Q g � � � U �Z I'� w w3 E 2: UjTessell r- Q 0 = 0uj /TVes� V, O o00 Y<' Q p �� 1..` QQuJ. c N Q <g<Z� a L Z Z .—I �2 i;i O J r� -I E Z W Q Z w a� Fz� Qua YW 8 0000 k Z t z O �R 00 0o g = a f Q. to o SCALE : AS NOTED DATE : 7/30/2018 TECH: M)AM ES VERSION NO. 4mO SHEET NO. 4.0 Ni v x prh O Z. 00 L[ly 00 a 00 O 00 ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided . SQIN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) 1 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Y4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. U � Z c z� c^n' C9 4W-+ cn w Ora n �V — 0 w Es C)mN w ' ® ~ a> M C N _ C" 0,9 c U Q 0! �" o Y tZ' to �v 0 ¢ d N I N �$? Z C" ��z G.' z LU F" Li Q L CH4) t7 H LLZ W 0 P W a N¢ a O U O www. �l Vyf! O �O VV N P T To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Fiorids 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 W 0 zo �zOo OO�U Z �Lu ro L W > a z ce Q� o w U �- °oo o s r-i V- � P J a^ O g �O I N w Ce in O in Z J Ln Ll.l 11H rl W F 00Z Z S � ul o 0 00 z � = of n T-4 f- to o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 5.0 . I d a2 �I a 00 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 65'-0" VWVF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55'-10" 1' 4" 7-10" UPPER 1/3 OF SLAB THICKNESS WHERE OR IBERMESH SHOWN 5'-7 -4a 6 -0 6 -0" 6 -0" 6-0" 6--0" 6' 5'-27'-1REI FFO SEE PLAN. FOUNDATION PLAN a e TYP @ 1 STORY 3'-0" U.N.O. A w S3 H.B. OP r---------�— --- —: o -- o ---------7: — -- BUILDER TO �— ------, 4'-0" 12'-1" W.H. PROVIDE APPLIANCE (2) #5 REBAR I O PROTECTION REQUIRE D I VERTICALS w/ in ■ . I FILLED CELL I :: : ' PWHEN ER FBC 35`-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. I SLAB FOR HERNANDO I U I I: K N I I COUNTY ONLY S3 J S3 3-1/2" MIN 2500 PSI CONC I SLAB OVER 6 MIL VISQUEEN 2'-7a"-9" 4'-10" VAPOR BARRIER - - - - - - :-� - - - - - - - - - is rn - 5'-3" 1'-10" 3'-6 I cn • O N -------------------------- - _ `r co M I I I P[j] T. D -3 1/2" I : 2'-6"x2'-6"X1'-0" FTG G W/ 3 #5 E.W. S3 SLOPE I ■ I s I 2'-6" x 2'-6" x 1'-0" I I Nor I :: AHU I I VERTICALS; wA n W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A S3 K CC •' ' I S3 S3 ici FILLED CELL I °P CJ I 4 25'-10IS" V-5iF — — — ■ 60 �� �_ " 2-6 x2 6'X1-0 FTG 5'-0" W/ (3) #5 E.W. INDICATES FILLED CELL w/ 3000 PSI I CONC. GROUT FROM FT. TO BEAM PROVIDE Y2 x 9 W/ (1) #5 REBAR VERT ABOVE SLAB RECESS FOR FRT. OR I SLOPE % I S3 4'-0" - 4'-4" 4' 6" I TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE 4' ' HOOKED FTG. DOWELS 5" EMBED �' BASED ON 01-0.' BELOW FIN. FLR.::: : ■ ■ ■ ■ I W/ 25" EXT. ABOVE SLAB "GRADE 40 I �' LOCATION I ::::: STEEL" ii' :::::::: «■ I -----«----.�....: '12'-10" 4'-0" 16'-10" • `o :: 0 in STEPS AS r i ; ( PROVIDE 1 Y" RECESS �' / I . '.::: '.'.' : .' . I REQUIRED PER FIELD ( FOR SGD. REFER TO KITCHEN ISLAND MASON'S SLOPE FOR " OPT. " """ LOW WALLS i 10' CONDITIONS ■: WIDTH ��' F------------1 CJ REF.:: -a-CJ Ca: CJ-�}j I :■ - - - - - r-{ - - -I - - - - - - o I I TYP @ 1 I IF I CHASE TO ISLAND ,�... I I I D.W. I oo t I STORY U.N.O. iv = o c S3 ii' I I I :: lit A a L� _ _- J— l II � S3 'n rn in 3 1/2" I SINK I DISP ; ; { t I I t I 16'-0" 2'-934" 6 -10 I .. 0'-01, _ O I ' I I :: I •• } r I III •• Q t L------------------ —L—--------- 1--------- C:::ki. -------� TYP @ 1 STORY H.B.I U.N.O. A S3 V-9Q" I 3' 2'-1QU" 1 5'-1 FOUNDATION PLAN CONTROL JOINT DETAIL SCALE: NTS #5 CONT REINF. SEE ..• '•_ FND. FOR QUANTITY �• ' #5 X 25" X 25" CORNER �'• ' ' ••' ' �• '' �• BAR ONE FOR EA. ' HORIZ. REBAR, TYP. '•- • :. • •, • •. • • U.N.O. -Alternate: The reinf. bars shall be • • • • • • • • • ► = • Cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NITS M ZIla Z Z Q a � C9 �l w � p •V W O� �N f6 U m o0 N W ■■ ~ e) c7 M o5N C) 00 00 Q ��� :C� 9io BD• s N • C� V,1 N N NN o LU a W <LL Z Orn _�� aQ A cc A I N �, lz "01 vvvv N w ❑ LS/j -"'ASE 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 200 1 Tampa, FL 33607 www.LennarTampa.com UJ za ow Z �o� ZW ����••• �1 O 811 LL �Z a O po L.L U � rl Z 0 o � aZ 19v - o C-4 d' i� Z J Ln diz 8 Lij ¢ z $ 00 LTn--4 Z t7u 8 c000 O g = f ,-a a cn o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. 6.0 H a 00 UPLIFT CONNECTION CROSS-REFERENCE 7/30/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C I H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 145 7 -10d x 1 1/2" HTA20-18 1400 1400 110 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8"ANCH.11810dxl-1/2 HTT4 2715 518'ANCH. /2010dx1.1/2 J HTT5 4350 3740 5/8" ANCH. ! 26 10dxl-1/2" HTT5 3225 518" ANCH. /(28) 10dxl-1/2 K 1 5/8' DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M H 7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 100 /915 ** 8 -10d x 3" JUS26 1115/1060** — 8 - 10d P HIIS26 1550/3335'* 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220'* 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-1Od x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-1Od x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS 8 (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 24-1Od X 1 1/2" SP1 585 535 10 - 1 Od SPT22 1 685 8 - 1 d 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 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) (+ 11 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6'0 'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR y q ROE C IN LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE S-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4'=1'-0" C9 V Z `$ Z Q a U, Z to C9 a) cn 4--J w (DM U — Ow V) �N m N w N co U o Q rnv d MD. N -� a' at 0 N N O Z Ntz I:e N LL n IL LU .� ¢N� Z— y 9 s m Q A Z Q ME W N�VW. •.� E °o cb�Q' ¢ , �•• F 1.,0..: •. n 116 0�r'R O F E S SX° � � �11"11t(iM t- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residental f3th 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 Lu _< Z z 0 agp� OOLL N A pW� > 1..� Q z Z `I L 0 w o O � L.l_�S oZ o J O Z Z oi J In rl W W � Z �z� 0 *k m Ln 1 ao z Z 5 t W 8 �zW rn O T-1 a = to o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. 7.0 m H Q E x GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 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 AC1318 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 Sa a vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS N iffn inn I o 81F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F321 B/1T FORM do GROUT SOLID o j O #5 BAR CONT. 8F12-16/1T "V" LINTEL DETAIL SCALE = N.T.S. C C E E E ■ ■ ■ � ■ � ■ _ a €� IE GC . . . . C E C = E E C CEC F = ■ ■ ■ ■ ■ ■ ■ ■ � 1= . . . . . . . . . . . . iiiiiiiiiiiiiiiiijl F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY f- 8 F 16- B/ 1 T tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c-T" pi' recaerTntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to I I" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. #5REBAR IN. AT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° ° d °O d ° .M.U. #5REBAR ATTOP d ` ° a GROUT MIN. (1) RE()Q 1-1/2"CLEAR , D a d ° < J� <1 0 rri rn Ir a Ci.M.U. ° -45 REBAR AT = — in w BOTTOM OF W - W O 0 - 4 o LINTEL CAVITY Lu `, `� Lou: -BOTTOM O 0 O Z Q " v REINFORCING PROVIDED IN LINTEL Q a C7 = Z— p w D /� D ¢ • O 33 N i #5 REBAR AT BOTTC y N <1 Qo AS INDICATED 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) OCWS 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 manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN SCALE: %4"=1'-0" U V IM Z o Z Q J d N (9 4--J w �o 0 LU CML.1..r N M _ U O 5 oil t U_ co Q rn Lo N D N VG N Cjuu- LIJ ¢ -E ckLU asE° °Ia N a w U) 1 Z ZE LL E-�' W a N¢ o ,U I- s E o• Q 0. O ,�I`,ilt'♦''t �E itt�CE1,�`�F�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 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 rr � Z< a ZSU OIQ C7 0W K J A ffyCy,U. O L Z > u U LL Z 6 J W Li J tu- 15u-� 0m O Qo Z� Z Ln ° E J ti.! a Z Q 8 $ 0000 Ln Z 8 O oog = ¢ f "A a cn o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO" 4s0 SHEET NO. 8.0 I m or g LO o^ tLRI 00 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 A . MANY OF THE NEW E. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACECC -C CONSUMERUS 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 II AS INDICATED IN TABLE R308,3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Xz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6(rMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2 1.3. PSF UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 S 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6, SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC WI LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 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 LOCATION0F REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2- C-I-P CONCRETE NOT EXPOSED: 1 1 Y2" GROUT FILLED MASONRY: 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN V AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (31W MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525.87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0,148", 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']' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A5W, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Im9atioNsprinkler systems includin9gall risers and spray heads shall i t be installed wfthin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between final be less than 6 inches. wall covering and earth grade shall not Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is requirreeUd 9. FBC-R R318.1.5 - ncrete overpo and mortar along the foundation perimeter must be removed fore extenor sor�itreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior verti(I chemipal barrier must be install•d after landscaping construction is complete, includingand irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1- All buildings are required to have pre -construction treatment 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The "The building has certificate of compliance shall state: received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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 = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 0 E CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT C C ENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 %". 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. 1►[0" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Z � Z Z Q J a I� z cn c� w Ca p •U - 0 w to � U W .2 p C.,lO x i■ ~ M o 26 C.) t `i o o A , B D. - -D N C B C ... B d N N co G vl N UZ�z Fi Z NLL�:S W us_ a; LU 10rn Z$� o m :,REN °' LLZ V) a W a N< c �`�,,to�uaftrtt� t�S �ns J N d vF,N J �( _ U : UJI N _z 71'F E S S kO' fmut. 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 Engineer's Edition. signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com ,u a f� Cr 2 U �u, W z L- a LU R Z�3 z � = V o�Z �o J ^. Z a Z LU Ln Q LLJ Z z $� 00 °° T-4 Ln Z Z a$ oo :5= Lu rn 7­4 0- 1 cn s SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. SIN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX a PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH 003 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ +++ ++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + /++ ++ + ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + r / 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM 07 w j STD. 90° CONT. #5 BAR I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID L BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small 2" min. 2" max gap 4 max. Clinch na when possible 4 ils 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 118" gap between top of filler blocking and bottom of top flange. 2x4/PI ywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higherth�n irmnu, SQUASH BLOCKS AT INTERIOR BEARING a Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls g ti wall or beam below.* require additional r consideration. Check �+ N h local building code for appropriate 1/16 „ in details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side �� 10 -0 at bearing. TANK -LESS W/H F47i CORNER OF HOME GARAGE SIDE ckz mlx EI 0 x H C G 000 T-0" STUB -OUT FORLO GAS METER O o 29 � U (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I lcra T' WWI WI nails at R" n r. Provide adequate bearing for each lapped joist. nails SECTION a INT. BRG. WALL MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer or 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.* tzzl Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6" 2 H 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT OUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 V-0" V-1" 1'-2" 1'-2" V-3" 1'-3" 1'-7" 1'-11" 2'•�" 2'-9" X-2" 3'-7" Any 16" joist 12 V-W 1'-l" 1'-2* 1'-2" 1'-3" 1'-9" 2'-0" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 V-0" 1'A" 1'-2" 1'-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" 1'-l" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" W-11" _ 24 V-0" 1'-l" 1'-2" V-3" 2'-5" 3'-7" 4'-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. *2"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. Web Stiffener Fastener Schedule Joist airing Location Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 516d 5-16d 16" 6-16d 6-16d SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS � _.. r 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d 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 Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)I J 1 Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ' SEE PLAN FOR '• • . • FOUNDATION INFO ` a • a STEM FOUNDATION I —GRADE \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN Hrt, UnHat 4._ M, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ' SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION -12" BELOW GRADE 0 PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION q V PVC OR SCH40 SLEEVE r PLUMBING LINE A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE �a ° d °. .a e o •• a SEE FND. PLN. SIZE & REINF. C9 V zo z�z a '� Z V) (D 0 � w f13 0 • O w Ln 120 U U mo L U _ ® ~ 4D M C l0 M N U _ "- o ¢ rn co LO R Co �Q d M 1 MID. " = A N wv ; Z Z zo co w us a N� - a _ LU i S'rl a in zZ y6 a 2 � Z � -4 Li a cN LU o W11 00 ^• mot-' f j •• •* N %I ��P� trl'c 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 Bth Edition. Engineers signature and seal is only for Me structural engineering potions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampa.com L za z U g01 W �11yy000����� Q L > a U JJ z Z OC Rr- 0� c65 ;N Cr ro Qfo I� Z z J ,...t Ln LU < z w Z 4$ 00 z S m � 0 SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 4.0 SHEET NO. SN 1 —j FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 : P') I VARIES / INSU 5/8" OR 1/2" HIGH---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 81-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE.IT 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & g @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ► ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT °' . ° ° c FOR ROOF PITCH 4:12 OR LESS. '- PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. — HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF /�7/16"O.S.B. MIN, SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 — INFORMATION. ALUMINUM DRIP EDGE ,�r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH " GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS AS HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE L 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL ° ° A.F.F. O.C.) 2 ATTACHMENTS 2" WWF OR FIBERMESH ° z �31/2" MIN. �31/2"MIN. a ° ° , ° ° , ° ° 4 ° ELEV. 4-3 1/2" a ` A.F.F. O ° ° ° 2x4 CONT. ° ° w „ a ° ° 1�"(Imin.)- 4 L o 0 0 ° I ° ° g ° ° Q ° ° N •rs • 0 •• — rn _ GARAGE DEPTH VARIES ° ° 31/2"(4 4min. - 4" - g ° (2) #5 CONT. 4" 1'-4" 8" GARAGE SLAB AT STEP rB"� TYPICAL BEARING WALL @ STEP (@ SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" ALUMINUM 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. ems• TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH ° 1/2"(mina 4" U V� 1=i 11==rr11= .II.�II.�11.'; 11.�11�•IL�11�1�'-�II�I1.� , • • ♦ • /• • • • EE SOFFIT, SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N4 s SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY ,c"� 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT SEE CC/S3 OR C1,11 #5 VERT. IN FILLED CELL LAYERS W/ TOTAL FINISH THICKNESS PER AST 7 C. 26 APPLY 3 ADDITIONAL INFORMATION G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" _8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM FIBERMESH w/ (10)10d NAILS L WEEP SCREED INSTALLED BAR END OF 2" x PLATE `� 2x P.T. PLATE :. w ARCHITECTURAL TYP. T c PER MFR INSTRUCTIONS W ------ARCHITECTURAL ASSUMED FINISHED E #3 OR #4 REINFORCING BAR W SCALE:3/4"=V-0" � S3 :. - 1 = = ... OR I ,11= 11=1I'►1, IC�ril.�ll lhl�a FOOTING MONO SHO� U.N.O.FOUNDATION PLAN FOR CLARITY 6 MIL VAPOR ► Pa ►E . �11lL�l.11;.�`II-�11;REINFORCING — —' • -=11=1 x I NOTE: � 31/4 BASEBOARD " PORT AT EACH g I � 1=1 FOR BEARING WALL —i T * 1=III=III=III=III=III— COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ —_ —_ _ _ __ 95% MODIFIED PROCTOR ASTM — MIN. 2500 PSI CONc. SLAB �, AT GARAGE CONTRACTOR _ III=1 11=III=III=III=1 =1 I I=I 11=1 11=1 11=I 11=I 11=1 I =I 1 1=III=I D1557) — LO MIN PSI MAY VARY PER TO CUT BLOCK OR POUR _I I =1 I I —I i t=1 I I=I I I —I 11=1 I I —I I I —I I I —I 11=IIi=1 i t=1 I I=III='' "—'=I I I l i 4" 1'-4" 0o MUNICIPALITY. CURB DUE TO SLOPE -I I I--111 ,I l l� �l l l it l l_„III ;III Ill i t l_ CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE m W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" "_ " SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 _0S3 "_ " SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3 BELOW GRADE SLAB INFORMATION. SLAB INFORMATION. ► se �Z 6x6W1.4xW1.4 $ CO)I ' 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► - ? r- min. 4" BARRIER D; C 1 < a a GRADE COMP. SOIL. ° (COMPACTED TO 95% �8 MODIFIED PROCTOR — co ASTM D1557) 3" MIN. (2) #5 REBAR CONT._/R. ON 3" CHAIRS TYP. 4" 1'-4" 1 STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA � SCALE: 3/4" =1'-0" S3 Q o OPT: DEPRESS SLAB 5Y" DEEP AND 6"BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY g` CONCRETE SLAB 14 PAVERS O.H.D. RECESS ° � 2 o ., ej •t• ' L TrT — — 4" L T SEE A/S3 OR J/S6 T ao FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR / V8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS J.1 lam' SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. "11=1i'�II'�11`=11'�II'�11= 11 - 11�I1�i1�11�11�111�111�11�11�� • - MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' O.H.D. RECESS E ;d N M S • :. ' 4" °Q 4: •{' SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0� Q J CONT. BEAD SEALANT ° ° a INTERIOR ° • ° • -3 1/2" 1 T CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB L ad T C _' N' i I —III— I I r� =1 I I=1 M 6 MIL VAPOR BARRIER J I— ' =1 11=1I- ' _,Illiiilll,i,lll„illy; I�' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" ��S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) ci E 6x6W1.4xW1.4 WWF OR FIBERMESH r =�i ON 3" CHAIRS 36" MIN. LAP [36" MIN. LAP] 10" (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES6 SEE PLAN 1 1/2" RECESS FOR x 6 W1.4 x W1.4 , FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS r- M AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO L ° • TOP OF BEAM &LAYOUT DESIGN a .. SEE ROOF PLAN 60 ° ° a ° (2) HTS20 FOR STRUCTURAL r E BEAM SIZE & — m a CONNECTION INFO '- ° I I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE a SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 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" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .-. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS L TO FOUNDATION PAD : .� INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT L �, w/ MIN. (2) #5 VERTICALS 00 ? RA a —_ FILLED SOLID (SEE PLAN FOR - — — a _ ° 6 x 6 W1.4 x W1.4 %� SIZE AND REINFORCEMENT) cp =III ° °• 1-11 =III=III=1' WWF OR FIBERMESH r C') Z= F—I 11=1 —I 11=1 1=1 1= w III=1 II I I=1 11=1 1 1- ° a BRICK PAVERS or SLAB PER o wLUw Z 0 0 = -1 I I=1 • • �• — L_ z 1 COMMUNITY LLJ •. CIOTING - • - �i � %i is � ;�i`i�i i `` •`i `i`i TAPEREDD INFO. SEE SCHEDULE „ION FOOTING WIDTH �C�Dl COLUMNPATIO U� z$ z� a C9 4--Jw in •U — O W to c H U Cl) m W C) N th ns � o s• N N zG h N $ qt Z �4D Fi z LL r Rl W .; W ° w Lu Q o a U) .gyp Q LL Z N LU U o SENGjCOMJf�/�I/ 'NSE ,N > 2° <. FESS�a�P\\\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Fkxida 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 za It (n a 1 L 0 1 pJ 0 > a- < Z N rl z a� III F o rl z 19� - Q LLLn J di Z rl LU Z ► Fp 00 Z 8 r0 Ln oo Z g = G uj .-4 1 a Ln o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT Mfl 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" k2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (tip) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)1Od (3)1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)1Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW o, 1/2" EXTERIOR GRADE SHEATHING --" FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2N5 2x P.T. PLATE r` i'Z 5/8" x 10" "J" BOLT @ 24" O/C MAX z W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —� AND FILLED SOLID W/GROUT i 1 #5 VERT. IN CONC. FILLED CELL W/ m STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) %-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. Cr v 's pM O J o^o I o^ o MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL a K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE � GARAGE FLOOR SLAB TROWEL FINISH SEE \ GENERAL NOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. GL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d n c 1, a a a d 8" STD. 9d'HOOK 8 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: (DFILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J *- w \00MINEMMo FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY :..` GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS @ 8" --i O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL d e n d a DOOR STOP MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET DOOR TRACK-----' 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. �S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op 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. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMI�SON SP2 w/ (12)1 Od NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C 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 BOUNDARIES 6" O/C EDGES & 8" BLOCKING (- O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE OVERLAPPING LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w cc 'U^ V2-16d N2x TOP PLATE NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" '' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR - PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF • fig° SPLICE STAGGERED Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO 7 P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 17 BEARING WOOD FRAME WALL ,J 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1l4" x 2112"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8"EMBEDMENT w/ WASHER &NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER 8 NUT HTT / HDU TENSION TIE N SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING INTO �(2)16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR is 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SP1 K.O. BLOCK W/(1) SIMPSON SIMPSON -BOLTS @ 24" O.C. #5 CONT. & RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS If 2X P.T. PLATE @ 2'-0" O.C. ° IL MASONRY WALL a a 2X8 P.T. BOTTOM P TE C 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 10d NAILS @ 4" STAGGERED A 10d NAILS @ 6" O.C. STAGGERED NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON `SIMPSON SP4 SP4 TRANSOM FRAMING 0 o BEYOND. . . ­ N -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD L 0 • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. L PER BOTTOM a /da a v v d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 0 M Z z 193 z a sonftl z V) CD Cz +Q)� Uj 0 •V — 0 w Ln v m wgyp, ~ .9 N O Oo ¢ !w m 07 B D. N �D 00 NUdr z.,7 aNLLqEll .6 w WLU 0 Z V s' o CO o N-w B0 S 40 co� YE CTP WLZ M I M N W a N Q A 11tlii Fttl� � o www. C \� `aIV N •R nG \<<1 Vv N (r o •• • ' * E 1.0�•'• �' 11111ll,00 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with tite 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the sUuchura] engineering potions 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 ZQ A g . 8 fl! � CO g C: �/ 3 N � Q zW O �_ U/ H _ ... w ON C) ppWQ��! W z V' ` z J LJ _ ��. Lij a z $ 00 S m O 00 Z g LV = W SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. S4 SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (A 1/4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)1 Od x I NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE I @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING @ 24" O.C. TOP CHORD SHEATHING DETAIL OR SHEATHINGHDETAIL BLOCKING FOR�7 • FIRST FOUR ROWS OF 45' 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)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICA • TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO • EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 1Od MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB @ 8'-0" O/C. 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48 O.C. LENGTH (SEE TABLE) APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16 OSB SHEATHING & (2)10d TOE NAILS @ • BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" -L±V :!� IF,:- N10dX3" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ %EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)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 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 USE MSTSED M36VERw/ 7) WEB, USE MSTAM36 w/ (7) 1od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S'CJ SCALE: N.T.S. Srj TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) SP8 FOR 2x8 WALL) L SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" 4" MAX. O.C. (OPTIONAL - SEE ELEVATIONS) DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8° APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) It TOE NAILS @ EA. END 10d & (2)1 Od TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2 4 "T" ON TOP OF PANEL SIMPSON H1OA w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C F 77TOP CORD BLOCKING FOR — FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKTw/(4)1/4"x1 1/2" -� ) 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 1 SDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. 15� SCALE: N.T.S. S5 () 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR M " NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR Nn BLOCKING FOR CHORD BLOCKING `� go °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 11 1 ". 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES �° 00 go APPROX. 8" FROM SHEATHING 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 TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16dOSB `iui 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT B " @ 48" O/C FOR THE SHEATHING ATTACHED (2)16d NAILS (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 1 W/ 10d NAILS @ 6" O.C. 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 2x4 BLOCKING 24" @ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS O/C w/ (2) 16d 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) pq I"A — 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 7" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN W L 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 10 EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF a NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" Sc TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 M ADDITIONAL INFORMATION. N l� 00 MINIMUM 2x CROSS BRACING m (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT S j --1�1• (�1 1�1 L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 ao Lo CROSS BRACING DETAIL J SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24- O.C. W/ (2)10d PER JOINT 1 Odx3" O/C @-� x4 2" TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS ... ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS o � "L" BRACE W/ 10d @ 4" O.C. Q (SEE SCHEDULE FOR SIZE 00 12 AND LOCATION) 6.9 FMAX. t \-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. WOOD TRUSSES SCALE: N.T.S. S'CJ S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE. N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTAw/(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 HK 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ '48" O.C. L BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -i 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 r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. IN ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - V-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 11T SDS SCREWS TO TRUSS 8 (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r—GABLE TRUSS vvn i . uvnmu - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" 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. « aw�c C7 tl z ✓,9 04' CORNER JACK Y U w z 0 HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C9 z_o z Z Q a U Z Ln 0 � LU w Ca o •V w 0 120 � �r ru U M mo CN W _ '. ~ W Cn S' 2 ' CM, U `i o Q� 01 d A 1 B D. N C�B•D C 0-- N O :�■_ fAX! �2 LL'.5 cc Q i w W y °- W V _ cLL a ¢. � N Z N) a,E� LL�� W � o 11t1111 IW/ �/ C d N car �•� (O F l.fl OFESSIO\ �1\ IrlllliE111 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 Budding Code - Reskiential 6th Edition. Engineer's signature and seal is only for the structural engineering portlons of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www. LennarTampa.com Lu Z< f a O4U8 z V' '� W - 8�&� L � g�® cn `/ azi= (A3 O V = z R o �••� 915 LL U_ui ad �OQ� g � Z J L j _ ri Z Z �a 8 0000 Ln Z co 0n g LU V) o SCALE : AS NOTED DATE : 7/30/2018 TECH: M]AM ES VERSION NO. 4n0 SHEET NO. S5 CD M �pMf O r, o_o �pMf Q J OD L0 I 00 3 Q 00 N I— EE CL c 8 00 1X4 1/2" DRYWALL i i 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION 4# I DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 MAX PROPER INSTALLATION 8„ DO NOT DO THIS ♦ 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING �P )BAR ` AND NAILED W/ 8d COMMON @ 6 O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED 16" TAPCONS STAGGERED °O 2X8 ♦ '' BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 `STD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH �� 1-1/2 DETAIL MASONRYTHROUGH 3" DETAIL STD. 90^ ♦ 90" HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & ix8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) BE NAILS 10d @TRUSS VERT. 3/16" x 3 -1/2" TAPCON @ 16"LO.C. METAL SEAT PLATE 1X4 P.T. NOTE: & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALLV 7/ LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN, 2° EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( BOTTOM OF BAND TO SHT. SDW2-K1 TO SHT. SDW2-K1 CONN. DETAIL11LElla ` JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING — 2X8 P.T. WITH 3/16" 3 X 3" ' 2„ NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 I ♦ INTO BAND JOIST& 4C1R/4"x2 3/4" ( ) TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL t5^ NOTCH WEB AT THE FIRST 2 COURSES ♦ , BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. �s sCALE.N.T.s. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A _ 1600 #FOR 2 STRAPS FILL COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" D W SOLID wiGRouT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 l/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS 4. IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION . 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEERFRECORDFOR INSTRUCTIONS. .. SCRIBE NOTCH FACE OF ARCH W/ (3)10d NAILS OVERRAN�.� •:. •: • .a BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL .� .. ° . CONNECT W/ 8d NAILS BRACEI BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR- 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN l 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 Ill START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1l2" HD TITEN (CENTERED) w/ O�FX Ry TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. + �F yOTy j r_0rt 50-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED ° /4" MAX EMBEDMENT INTO .) PER NAILING SCHEDULE ALL TRUSS TO SUPPORT • • '. ° °: #5 BAR ' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" () SIMPSON 5 12d NAILS + + SOFFIT + y . ° • .' ► p ° ° p. 10 • ° : CENTERED W/ g H 29 - BLKG. & BUCK 2X6 TO 2X4 w/ 2X4 SYP IN TOP 4 • ° ' ' • 1 X 4 FURRING 8d NAILSH25A EACH TRUSS - - _ p .a .' • KNOCKOUT / c� 1 ; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d CONNECTOR i — d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x MONO FOOTING SIZE AND REINF. PER PLAN I ° • VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE " 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4 JACK TRUSS PROVIDED BY SCHED. -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 s CLEAN FILL 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. O IT ENTER Soft DIRT 6 z TO BE INSTALLED 000, BUILT UP PLWD. BUCK - 4'-0" MAXE LA PRECAST LINTEL . •:. . •ffTANDARD 4 HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD FOR OVER HANG FILLED CELL � ��k. 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS 16" O.C. MAX. OR IF MASONRY @ (MAX. 4'-0" ) , , • � .• �• • �� V" 'Vol, � _ , '% BTWN. OSB ARCH FACES W/ (4)10d NAILS INSTALL WDW, SCREW EQUAL EQUAL WALL USE 2 1/4" X 31/2" TAPCONS AT 16" ( ) •• r ' � , W- ' " THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. O.C. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SECTION @ ENTRY KT SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING —� SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT4 w/ x 1 S2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS NAIL STUDS & (1) - S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 114" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD L #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' Z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 61-0" EPDXY MIN. 6" EMBEDMENT & In 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 I'� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° `w 0 0 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , o' P. w a REINFORCING AS FOLLOWS: . 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. -:: SEA LAN T p e g a g #5x6' EMBEDDED INTO * v z PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ p ° g EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ' i� c¢in FILLED CELL SMOOTH. DO NO FURROW. ° p :° . \ N DRILL 3/4"4"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6�� MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. ��a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 . 16"MIN. COVER EAWAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN IrlEXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. = SCALE: 3/4"1-0" SCALE: 3/4„_ -1-0 „ FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. z� z� z Q a c!I C9 a--+ W C13 p •0 W � U W M mo y M E ~_ ■. �Qf U �, 000 t - o �o Q cm u7gv �Q o B D. "'T I/ N �O � V�i N -°N",z kL z r I-, C7 LL 4 O rL W 9 CL . — ELL a , W v a nrn 3 3 Z0P-0 o0 Z H � E a LLMN �S C14 �, m IW Q N¢d Q � U www. i��!lflllE � e0 N °o�rii U�� `GOV� '•. CO R0F• ij��`E ES S S\ `Q; ` 10titt}titll E\ To the best of the Engineers knowledge, information and belief, the structural plans and spedfications 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 6 W� za a ZW J {y,� F J LL u K N 'i® Q $� N : z DC z o Y o" T Q185 Yj 0 8: k N LJJ a� <�o oC Z Ln J Q Q z $Wo az 00 *k '� Z Z S m o g W l az o T-4 SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO' 411 SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: CONY. 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 MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. —� c v g i� LO m c J I �I a 00 �IE d: ----LWOOD TRUSS --/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ob VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALLr7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 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 FF1 is IJI :33 TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP / CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS ROOF PLAN SHEATHING A 2X4 BLOCKING BETWEEN TRUSSES SECT, A -A G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12)10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM "k 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. ATCONC. 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 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS FPLATE SPF T OP BOTTOM CHORD 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE 4 W/ 1 /2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE:NTS 77 SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 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 HUC410 w/ (14) L.SEE PLAN L. 1 OR CANT- 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INICATED ON B. SCDHEDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SCALE: 3/4"=l'-0" SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. CORNER 4 SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS il�►��'��NZ•L (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL s SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d 7—PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, BM. SPLICE OVER ATTACH FIRST PLY CENTER OF POST w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. • • '•ica" • 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 SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON �.. 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 c,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS a SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 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. PLYWOOD FLOORING LOW ROOF TRUSS W/----"'L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS & SECTIONS U� z$ z z a t) C9 Cl ate-+ cn W (a 0 •V — 0 W th U W o0 m N M Go U IS c Qrn "8.v XQo B D. N C•B D C �V *11 /r _ N D .N. S! b Z u� LL ,Z � J i J0, LULU Z O C3 a $� x Z �' � V Q W a N< °a 0 '���\1111iRNf/j��� F D . -x,•_; 6 O'er d. U U ` I z F E SS;o�;; lQRO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 'R Z< d q aQ 0 5 ZZU Zj OC J C. p� Q U) g Z E rLLj u U 3 rl COo U = Q 196 o;- fr4 W z Q Z Z J L]j < z U ��v 0000 Z S Z Z m O ao g LU =Lu �z rn .-a 0- 1 U) s SCALE: AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. D1 �I a 00 eL: N O WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER SEAL TOPS OF J01: UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -, OVER RIM JOIST AND UP WALL BY 6 IN. HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive 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 DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW � LnV1111�V 1-l./9Jr111YV 0 o� SELF -ADHERED FLASHING E AM 0� 0 O WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 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 SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" 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 WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEP SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 8 2 8 z 1 2 4 5 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 O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -7 0 RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING ism SELF -ADHERED FLASHING ■ • FOUNDATION WEEP SCREED DECK JOIST OUTSIDE CORNER , ' • Water Resistant Barrier Lath Sheathing Stucco 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 #Oin 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 corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED / ■ ' NOT USED ' ■ 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 UI "' z_o z° z� Q d EVEN cn 0 Cl � N LU cc 0 "V LU 0 c .0 U mo LU N M U O LL i c, 1 �o co Qrn Ln2v D DO N� N N x L z U) Z LL rj w III14 LU W c LL a Z O 4 < p Vi M Z � W Q N¢M a LLV 00 O WWW.FDSENG.COM CIO N 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 5 C "n as a w M. U Z U U [[Qpp_Q]]z{y� y K J Z. Q® L >_ a _ W ` ' V 1 � lip O Uf O W o r P W < Z $a Z _J ,� W f � °E � I� Z U, ,--i LU H U 4 $LU CO L/ Q L z yg o 1 ao L. Z g LULu Lu r-, SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO' 4mO SHEET NO. WP mm March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Tesfing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Madiod for Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Low" ultimate of three tests (or average of 8) with a safety factor of 3 2. Average load at 1/8-inch deflectfOn 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 tasted materials, such as sted strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tasted material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Crhferis for Joist Hangers and Similar Devices in October 2018 90 incorporate a methodology to evaluate products to the 2015 [-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 8/3=18 when it will be re-evaluated by Simpson Strong -Tie. Please visit �ww ,$&Oncltie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E, LEED AP dwfBDW Engineer, Southeast U.S. Branch Page 1 of I Simpson Strong -To Company Inc. 2221 CountryLens MoKim oy TX 75055 Phone: 972.542.0320 Fm p72.542.4138 wwwAronotie.can OEM 4) Cn U L C CU 4 U (a Cl) O C O � Q O Q • N O }e Q s•i- '�C^/•� CD_ •� C J Z � O L V O �� fU) v co`V O L U O L V/�I �V m L- w Z W Z Z Q J a - SHEET PA 1.0 NO. A23 FL10448.2 ESR-2808 A3 FL17244.1 ESR-3455 HD210.2 FL17232.3 ESR-3445 HU210.2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU218 fL10858.5 ESR-2549 HD218.3 fL17232.3 ESR-3445 HU218-3 FL10858.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU28 FL10858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28.2 fL10858.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10858.8 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU810 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200804 HGA10 FL17898.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL77699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HtiCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17880.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17880.4 Evaluation Report HETA20 FL11473.5 �M2ppgOp HTT18 FL17324.2 Evaluation Report HTT18 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 fL11498.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FL10458.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 fL10458.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.28 ESR•2613 HTWM18 FL8223.2 Evaluation Report HTSM18 FL11473.1 t SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10458.18 ESR-2813 HUGT3 FL8223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below ff they will be utilized on the construction project for which you are applying for a building permit. We recommend you cooled your local product supplier should you not know the product approval number for any of the applicable Florlds Daparknent of Bushwes & Professional Raguladw Building Codes and Standards Product A Approval Application DsW pop t +am1s Florida Deparbnnd of Business & Prot"" Regulation Building Codes end Standards Product Approval Applleatlon DOW Pool /a4a1s Florida D"wb.wrt of bAlness & Prdaeel ral Regulation Binding Codes and Standards ProWrct Approval AppReatlorn Detail P.w t laws Florida DspatrnsM of Business & Professional Regulation Building Codes and Stardana Product Approval Application Detail POP +102 taaOls go alftff no timYll>�� Sant asks gar gar Data" ma San gdmLar Oa am asaEamm as B■�i mt MEMO,Waalal•s melem ittat[ALtt e m ant Yale 1 hem" � /aural Rom lit !t■Ito Wor■Wer fAottic OttlartAllot■t !Er■uMlr YaliYd fieiBd amamww houg a" un AMM godohm GatYtt lfotllr[Ailtule ri1iYGlr lOdOes! loom fficANEW hoom l son am& zl@hL t Batt 20 2OLand la gilt Rsvibn IW7 Tlwm■-TN Ceipa■bn ItlaltVa�l L3 o F.BdenMa, PE. R7■'L M4. P.R. 1OM8R017 07112 WT 1MM017 IM2R017 Approved ReMebn 201T ThomrTM Corporation Pods Vaud Lyndon F. 8dwM6 P.E. Iben J. M19, PE. 1M6Mt7 07112=7 1Mda017 12A2M17 Approved RVMlon 21"?theirs-Trs CaPaaBon Rick Vtad Lyndon F. 8dwAK PE. ",L MR, P.E IOM8RW7 07A2M17 1M8M17 12A2M17 Approved � � gw�� � P'� � � CeYeor7:BMlor DOW I (419)MM-1740 PE43409 (013)7e74606 3: F.I. , DO" MtbOeuawy:8wkevpBinor DoaAaeartM Imens.1740 PE4910e (818)7a-WW artcarsrr:6e'btpbe Eairlw OoaA«INaw ndwrfpvtNpedwerea Its! RMVMI« 2W7 ThsmeFTN CorpaMw Rick yxtgM Lyndon F. d0lerotlL P.E RyIt J. Poeq, 1M6M17 07A2Mt7 iM 1 12It2M17 Approved SetOehawF SwY:pMp Eadrbt DOorAwwtMw Dowd Ban■ COrp6rW Mrlwk EvF Rep dd ridmorwWpcen«iMo. am CoapeereeMoftoe EvOnOm ROpa(8om■ ire! OeetPoows Wawa ElaMe■BereRpattw■ cem AMaarYl eteelp Dope µ10)2W-17b PE-484m pt8t 7674M6 Florida RgYW W MOMed or Licensed Florida Fields Repeddwd kditd or e tkomed FtMde a ■ LlaaiW Fire sExbft dd�o�v61d00on�aLL Peoage" ProlMabeal E+talrrw C Wlsa Brokerage RoorAAn■mbUe wormw E1 Fkm Rep' - AMaw or a UCOMW florMe Podesaloerl Engaew Am■mlloLum Aem lit ImmN Recta mm kAmasm Smmmtawkid Law AeemmlEoctlr AmmmilKam ILlmli 98dtlaM= mmmd Mmmm COMM Emma Wg gmMAmame EmeffiLgo atlml sodmmanklemaOs Ammm LOLUM hmmm ham¢ am LIWAR umn Rom mmimmt COMM Emrin amboumnaft al ukobam m= ani" Imo■ 6 J. Tbwm►TN FharCJ«alOand BroweOe•8Mr ed,Med opaque 17181M20 Nwia1MUp No Y« No NM 0 LTlrrma-TIU FIbMj)IeWeaM BmoalMehr NpMldddi3ge 8pw6Non#1Door oY■eA 12/91a020 No v« NO NA �Yelt EMI& &NNWM" 21" 1 a TMmr-Tau F#a�Clewb and 8 OeklbMn0ed6CueE OW9�w 12M NO yn No NIA Flo homDgr Cwrke Edens Door Denp«aeadpe i Cpnpaateabuse EchoFerg"sbpMDoor Pee+xee e; X wtAo+raa«) xOWNeBkpMDuns prabeiOdaMM x centge■tlag UI n. TN POaCirlovad 8rrr01h81re Nontad /ip900 ipwtNewiAp■di4wt 01eaW 72I97k020 No Yw No WA mmoo Ouwww. X 0onapralbn) Compress Edge rre+pl■es on* Door 0neebeyOulAMreR %arapsM«) ELAMOM4Bi s■ Oo■Lm to no 2OlLboa gar Surat anom sit a t 2MLbk m OEMs Bpi sae RImLar ma ma gaLoao Os �me )folm 1eMaOOO[ Ydid" mdow hemsta aLawmd Amemma son Too mesa mtmobo L COMM add mL&li a likt&A Mt Idol Mmmema ZWLA®al A■mm/ Asia BM mm aemumm Cam sootKkuW )Nkwdgt YdlAld Rselso ammomm &and Alm Ravbbn 2M7 Tha..TN Corp, NdcYa4M Lyndon F. adeedC P.E. Ryan J. �, P.E. 12A3M17 UM3M17 127J1M77 Ponca FBC Approval RavMM 2017 Tho a TM Capasom raga w n,71d Lyndon F. Sdwda, PM 1bed J. Mne, P.E. 12A3M17 1211/0017 12/20417 Panel FBIC AppwW tint lit mm mmAAl� AvRLa lam �Lmam YAM gait gar Y� � 2OLbomm �A1� gar ammad A� Rsvibn 2077 7Mme-TN Capa■Oon WdcVM*2WI Lyndon F. adeddL P.E PE. 1?H3/1017 1]AYJ017 12/J/R0f7 PenIq FEC y:pyI Dan N18)2W-1740 PE43401 (813)79746M coappa: Eiderlor Doors (419)2WI740 P643406 (813)784M COlagpy: edetMt Dope 013)7W45 (178) 2s6.17b P[I3408 m1� T6746MPtyan e r ,�=PApwteema � :ggp*e E.msmppwAppwra tagaonsrawla RovMW 2W7 Toper. CapaDoor Rica Lyndon F. BrMrloL PE J. Pt 12A3M17 12A3M77 12MM17 dap FBC Apr arb0erreW. AaIgi, �Mr DOWAnwnMn � CarpwmmMMd: EvalraBon RaPar6'Oes■ ow Ceepfw«Maaet EVOkeeOetRedd burs corn QCM11 (813)767-O Canp6a++ee Wm.t EvabwmRapodtcros sour Fhrkk R08wrsd Arolaod a a licensed Fields PksMeRpMwed AMlawaOU.wred f'IwNe SWC&ry:Feeler. gi sebCarppy: BeAnyrq ewbr DoorAwretM dVa�alPomwraadL FbetllrMa'' ArdraedaaUmnndFMXMa p)ppip�Eg RehealwW EnObreer Pat riSWeYlaaf pus B Florida RepYYwd Ndaeot at a Wersed FlavW PlakaelonY Enghw OtulmLAtaOmmlt AammalrRa Ao nwAimJle mom moms 90BLA our anould OCl n AammdmLYm kilo coma amouLlanokm femfeLAAr■aOt wmm ABB■eamtYm AB lam taoat mtl■ MomQ mil g mm m1mM amwdL M Blom Eadde !tar! EMAst Oes MmgM Cm� Robbom Ears Meg curl■mBeAtem Ra moLI ImM celiac LTeanafTN Fbr-0Insaleard BnwaOrBla NanYdl slow oppue fYs1/A21 No rw No WA 8 LTMmr►TN FmpQYmb aid 8nwdU-over NonWdaB/3P,a dpwCNOMoped6oFrat aYpd t2m/JOQt No yes No MIA "A amltLAelamOm � AmmsimLWM AammamLum mUM �E= team Boom paid 1 aThome-Tru Peer-clsow row sm000w0p NUMM 0ROW&gWtNW Mpodtpwt OP■PS 1b3MM No Yes No alp Door Edge Fare 8100 Dor C«poeb faaay« Beale Door Pneabed0r: q; pp�wpype) (Ylertp101d1eeg; purs8we)CWWOBW X aoa8 14 R 77wnN-TN FbrLieek and 8lrwoa120M f8ned 72191RdQ1 NomYW aiEdp No YM W WA ow D� X ) bWgIMMnpaddpwC Cagwssa Blge PherY+eaa 8•qY Dar YMm6arme LMmLCm001 MmAgaM (InilnyQooft X owdgwaeon) Fluids DgMbnae of BUWMB & Profeesiorual Regldalbn Pape t a t Building Codes and Standards canon■ Product Approval Application Dates BAOum Mao mm U.wmE Swam A■YsmALMM Z*AAdm YWad Ambow ZWAOMM emmw alarm Wvibn 2017 Thanw-TN Capw4an Rica Vgbh National A006081M& Ryan J. prig, P.E 12MM17 0WHM17 1204017 Approved Cdywy: a7 - - Dean, (419) 206-040 N«eeemo+:t Yeamula (013) M- M6 8h0dappy:9eYyegede+Ow DoerAwrrtees ridoaOrstllcersadi• comparator Moark Collmbn mark or Living Dan ammuLazAlow g dkAo e■mmokan RmondbLum i" R811m Meg EmON llOM■ goomLlamm■amlt JILimM gkvmLk M Maio Roma 1 a BquotCbnbCMNLWmt and BpoCaa chnsdr by as read sic Dagger ow GM«d Fanpies Dew aid 12031a021 No Yes W MA Thwm►Tn gLlot aid aMwd BMamaa brebeg and Oeiwbp look2um Florida Depwbm t of Business & PLokssb Regulation &Mldirg Coda ad Standards Product Approval Application Detall Pogo l ar t lapis Saloum! mot ENW W Res lilt 29L BOOR silt ml limbo mmmdmbme sad MoaaMAllOemt NdiMMM YWmm LBemad aRAumwl Aemmd aims llavlebn 2W7 MYaadwe ad pose SWIM sign Lund Rdxft Lames Blaven MtAfoh, PE 01113=17 Mn1M77 06M82017 10,1012)IT Approved care ory: 12 a-,, Door (717)3WM P6412514 (M)317. SdCMBF y: adlp eider DeaANKabbe bWOgomDm" 0m comperwe laaaek EnMalon Ramon tee a Florlds A gieirea At~ or a Lbm«d No ProMMMeW Eoryrrre agioskeLEMMU gmmmLhM la nouLaJlm asomaamLWt am Rom MIA lAAdmltUMlm 200092MMES■oa lawaM 2ddbl= MMYam eesmm 1 OEM 420ALLOANA 800 e861m8MO $01D� 1213tMis No Yes No NIA Florida Depam7we of &sines & ProfteOonalReguisuon Pope t a+ Bumdmg Coda and Standards teams Product Approval Application Detae BatieimA! sae MrLr Mm OOBt DOLMM m mm mid mu m umbLux mats sminKAMN VdMO" idimd Rmamlm EwL m nd Ammma Mlle Re limb 2D17 M V& d, sad Does Brat I'- Ui R-M Lovnes a, BL llrid6 PE 04FI3Q017 0M1M17 OM5M17 10MOMY Approved Cerepr• 0 - , Done (717) 3864300 PE62514 (M) 311. BAiMsem oy: Ilft Rider DoorAwooddes baMrgw&ideam CampUnns memo* eveh lion RepoMtoma F1ali RaOrareted Arland or a Uwn■ed Paedi Fo1rMgagow E+eab+oa agimakaLbohm godkAes hmmmo im AMMEOLkIYa ism Axle Meg emmmumoLmNNWLWAM al s Lgoo m CotmlmimmoLu a 1,14VIE addaim &slide ft� M OERES420ALLMPROASM HKORCED 8BtlE8420ALUMIRM esD RENVORCW)= 12410018 Nov Yes NO NIA 1439*mO888geot Florida Deprtawtt ofBusiness & ProaeW*nW Regulation Building Codes and Standards Product Approval Application Deese +snits KMI"SM Sees am" 20 Rot 2dLbmmm Rot mt mm ll■Mdmr sum bar[AI&M XdMd M lad d" memmW founR mm mamma Mrs FIND ON 2M7 Draw ad" Pond"* Confider IN A In, , TGWG 8avMw NA, Gary ploew llf2SJW7 0MMJ017 12M502017 Approved Csrpay: sealer Dove (313), hen. (513) 6194M BubGrBly: save" Event DoWAOaentlw CoWftm MArt CatMaiw irk a lhdhq amisnaLbeam gIrYGASMmdm AUMUI eL R A■rmdmeMe mmm COMM Mau trmmgaotl■Mt atmmmemimmaa lawaM gowdammm Rom" Stems as OM VJBM PANQHM M M 84k 84, 42,49.420, 4W. BMW M Oda. 260a) BMdoCor(up to OV wad) OMa1MM No Y« No s30 PsFM2 4RVT, OW Goes,ORB, ARM, RM VNDCODaN74;VWGMew DM POP 9L m Calls Lure limbo mlemdmbmt RavMM 2017 POT kwulon c bsorrom sons subo opw. WaerBro Cesparwe Malik Cees.r« Mark or Users aallAealemAL■ Lag 7 M46w(Lo idws, pae1 Florida Deperbro nt of Business & Professional Regulation Building Codes and Standards ProductApproval Application owe P.wtw1 1Mms goftx sINOWALWmt MdMOl M Y l rd biomes MIMI est Ag lat a Rea Dean Mark vAwA Doi am-CER M n*Dedo W00-VAL 122nW7 1120011011 12=017 Approved 041)4"00 (7m)316 M *uwkopgwdww urn godkAersed Am h-adfw m hemositieLges mod RAmm emMmamlow CalmgmdWma lowest m■ Ltwz Halm ae YW WA la Here yradow 07180M10 ra Yw law WA Florida Deper6nad of &sines A Professional Regulation Pope 1 a+ &Aft Codes and Standards lawls Product Approval Apptication Dates SAMU t m• mm mm did ml[ glow ZOMO LA.LASM YtI NauhL YANA" LeaMd BRA■od Ammod man Resider 2017 Therms —TN Capaplon Pods Wrah NeeaW Aomodbodon a "J. "a P.E 122MW7 08021=17 12a2M17 Approved 1rae4pr• E10rlor Doan (419) 295-1740 mpnsyarNrd Iwmlde (813) 787d1005 Q+ebpeeeaerY: 6eh+pae edrlorDwAnwrtees d*mormbmom ubm Oaeep6wee Meemk CLIMB" Mark or LMenp am 2e11LAr AmmMUMAN Aqorwradjarlra am gem■ Aug BNrdgnomm gmuKLmmiemga mamas mmYLMN ambam aEM 6 e. dgnok&rwaAaoApuok end apwterMwaa by M and NO CPMee read GMud MMOM Dow aura 120310M No Yes No WA TNrms.TNBeNk read aawdSMeaw. htsabp read Qi+'be BalmlmdA CM Mom mm IYmMO= ROvWar 2017 OVA ', veand DOM caggaenr. eider Daps M dowaro y: soft miner DowAseentM« cow4momm000ksveI I RepotBane Florlds ReV1 - AMaed or a Licensed Floma Prahnlonre Enebeor BAIIHIMIMim Meg 2 8@ams420ALUMMMSW Florida Deparpnna of Business & Professional Regulation Budding Coda and Standards Product Approval Application Deal ldkX Sole MiasAMM SW«t~ Luls Roberla laver« (7M 385-M PE42614 beWwnalndad.aan boboLgMNIIM SERES 420 ALUMMM SOD OX, XO, XX warpoat/avwt NON -PE woRow Pgp.larl 106018 mol■mm Y one A rd agAMEMN Ammma M■m Slaves M. Uddr, PE 0030017 OMIM,7 01MM1017 IWINM7 Approved (717) 317-Cb4 gollkm m08t A■■mdlMse Mmmai im limo RBOme gfdmmOOYmamm IN WAR QNNNL M and CLMa 12131MIS No Yw NO MIL Florida Deparbnnt of BL o um & Professional Regulation Pap. / or+ Bulding Codas and Standards uaame Product Approval Application DOWN BAYm Mom mta lm mbdm gmmm MMisAMm maidom MOM almood agAmmmi hmm`m d Mem FA"Woe =7 POT YekrehM Dew Rurk Owd-Dods, 9000-CER MMed-Dei 9000-VAL 12MM17 IlrAwly 12J2m2017 Approved oearear- a erlor Doss (2-41) 4814100 (7M) 3164980 SsbCveepry. 810109 Dealer 06KAeerrM= drimehrogrefirdLaIdwoorn Caepaorw IN CsolkWM Mark of LMOp fLNolaaamink Mug BRArLOeddim sam■mcdaMega alma 4Nm■ m Nih m OEMaa 10 SM4570 Mrw Mbdo V"M vhV Be" LIMO Dos OM4021 Yoe Yes Yes NfA MEKgUN Florida DepaMwd of Business & professional Regulation P.gg t w L Balding Codes and Sfardrds taaole Product Approval Application Deal PLAMBI l M sae Sawat gar gem 20LEMOR mm ml move lkidmom radars AMMIKALmMmt YtIAYdM 1Mm od Agofti ak&Ammd Aeam M am merMlen 2017 chow k*" Paedwi Cw"m kick ktralarBeld WMM To" ewvlow%46 Gay Pb~ IMN1017 011`100117 12MBM? Approved Caoewy; Beaver Die (513)7104002 kw. (513)6/64104 4tOveoewr•$00" Beech DowAawetM I IN -s Wet Ceeare8m Mrka LMep BAiomwALLma m 9mRLAmmm AeemmamCum Aem�[WI l.Oeti Rolm Aug hKALMMtrardama0daa Smaemgimmsama 111mM m NfAmn 52KNO ELmm 102 102N61SPAN-2F7a9:MM841t M,47,N,428,4W. SWIM O*L 26 pa) OptROer(Irr to 107 e502141029 No Yw No -37 PBFMI 41181', GMT, GDOL MO. ARUM. EDW •WB) N8ID000BW74; VA George Dew Pop PLMMN .�M sot Too Ymdm 1mmtmmu PAvwM 2017 Will -, andDoors 1 1 ..q: Mhadde. Batcidepo :Modwww eider CarpBvee Wrk CmEomMon Mark aLYeq BAfAtn.Oftarlrlk Lag 1 1s 1M es and planar river. FIL1015312,111 CL lit mm mNMYM Revwan 2017 OVA ', read Dmm calepoy: Maeft DOM SWkC@b@M: earbp Exterior Dear Anwrom Cew#mmm Weed: eahedw PAW tan a Floral RogNAKW Aphid a a Lloweed FIOr10s Programmed. Mug 3 SMEd 420 AWMMIM SM REWORDED Florida Dapatnot of Busises & Professional Regulation &"V Coda end Standards Product Approval Application DMU RMLS load S m uLLLb t am* Amapa Wls Rohelb learn (717) 305-M PE-M14 BEIGES 420 ALUMINUM SOD RBNPOROM 0X0 14&SM&qwOM&qpt P.w1wt laws go Wit grLeelae Ras ida lum mo mid Alemlma =CA■ W Am■md a" Sloven M. Uddh, PE 08M3D017 OM12017 OMsm? 11M00017 Approved (7M 317-6454 gedkhn A■■mLULMN hmmmwk t !■a gilt mwllM 29M KLW 1t shm Emma 12031MIS No Y« NO WA Florida Depatunpt Of Business & Professional Regulation Mft Codes and Standards Product Approval Application Datal Pop.tdt ladma SAe goh am Mon *Wm Undubme gn" Rdme&liamM YelydmM HWA*d l d ffirAmamd AimW aim RI Mon 2047 Mary Buadhg ProkwM C-"" MlatlRl IeM henna, Too" Services NA, Gary Kronor IMM4017 060l0M17 1265M77 Approved Celepery: WNW Doors (813) 7700M Ma (313) 6194660 $uW.Sb aM: sedbrW Bdoir Dow Awaotia aareWriMMOdOw7.mn CaspMrwO Modwt Ca80a8an Mark or LOW Bali gmMAm Aemmtlilme a■moitMJlm head Coma Lagbeassuarmano, emooLono oem gat■ml9a■emaAt bmw QNNNLMAM Bohm Eo 37 037y1mOSPAt42f161: 84A, S4. 73,78, IBM, 190,76. SWIPan Oda. 26 Sri) MroaCI(up to sro' adds) 04214028 NO Yen No -30 pw&" 7611, 4R8T, 4RBF, MIST, OW. 2R8T, 41, 42, 86, 416, NM1DC00EYI74; VA Oaaps Doa PSF 42B, 668, OM GDWV, GRIM ORWV, ARa. ARSV, E06S, W6BV Florida Depotilwd of Burins & Professional Regulation Py.1 a 1 Binding Coda end Standards twig Product Approval Application Detal Bgt6�■ tie! 1mmkL1e Rim ok Wr.bmo= Wk Lem mm MENNO r Comm loaoLLL%M YB■salt mwm m AdWO agdm■al homM Mom RevMbn 2017 MVAA, and Dope now smlwr Lai R.I Lam swim M. ufth, PE 0M31m1T OM1MV MIMI? 10/100017 Approved Calawry: Beeler Doan (717)986.9900 PE40114 (717)9174464 SabC,%Wr. Basis E+M I DwAaeaotis MmpomOmMd— C.spe«es Went [vrksb= RoPattam a Fm RogbWWArdrbdaaUcwdWPArW PraMlabnal En*— BtlM1aB.BlIAit Am! !■ NUNIN lm 2NNEUmikimmak mwtiM gommLmm Hamm Flints 4 MMM 420ALUMNMI SM FMMMRM soon 4MALlMMUM BGD FONFORCM M IMIJ20% No Yes No WA x0, xx Eagww"crast Florida Depabrsra of Business & Professional Regulation &Oding Coda ad Standards Product Approval Application Dstal Pop.tcrt IMMIS BtifM 9mb MOM MGM ]man NWN&O mr sdo )mamrAlisme xdmdlLk Y1�Mmd Le•ma a4AM mm AMMM9 aim Rectale 2017 01gM&04 Pwdude OW40W hlat Vlheler0etl bdalak TOO* Blew MA. Dory Phobw 11rdomy 011HOM17 12MMM17 Approved Qaerpay:a -, 000nf (513)7704M Ice (013)M,04MM SWCOUNW Reserve ExWMr DOWAowrtia mwuwkwodom.cwn CwpmomWert P, 11 iMark or Lima saillmaLtmom MaMLAemelme AEREELILRE A■randMeUse lam glom bag AL boamLammom mamdCmlmYmarM KM M amimt M Hamm EEMema M OM WM-16 PAm,7F1 W 14A, 04, M 76, OEM, I 4RST, Beal Pan (mid. 2690 DmtlaCor (tY to IOV Om2112029 No Yw ale .30 P8F1.30 4RF, NOT, 0118F, 48, 42, 66. 410, 429, 8W. DOM. wad) V1010CME88174; WB OreMw Dew PSF GDMV, ORB, GrAM. ARM, ARM, EDW, EDMV Florida Dsprmrwk of Businese & Proleselm Replatim Building Codes and Standards Product Approval Application Derol Fep.1 w+ IMMIe Florida Dwwb war of 13usknes & Professional Regulation paw +d+ Building Codes and Standards fairs Product Approval Application Deal FLp11anJR, sal malLu gar pure ONLb am Res Curs Mta lee ma Rdabomm gar ml YammB ltmbessm sum aadUKAI Mme Y11addlL YYamm Adam a m mm Aeemma a" me Yeager Resdemes gum MaoAMr Yddmm.M YSRdd Roamed Lllgdmbmd Am■sa Mars Ravl* MV CURRIER ONMloo dAADO, Inc edlo DDee UL LLC Ted BwM20 nsn. PE „A17 1026a017 12014017 Approved Reribn 2W 7 M VSWeeOre and Owe sentso por Aretulow Aichbod rN BMven hL Men, PE 12029=7 12(1a0 317 VoliMd Csaeeor.Bow Dow 0411)404.2844 MM 6864707 MwAesrereAesaJeYon pi7)s,7d464 SWlCobsor: Eadrbr Dow Cmwormo —V.0o $060MN W.61ee le dhele Nwe bs*9MJ300 baper0eriw.aom Cevpeense Wens: CaotlBor- Mrk a LLaeg m Cow f Owp/ww0 Wasek CarmaSen ark a LMep naninglailm � agammaL mkm Mug AL B saamRNaeersa aubw mY BONO ftar am! EMONLURidJkMMKALUM Cdelmgm "m srtuLs—Eli aema IM MUM 2MMOLE a Rasa as 1 807, 707, M, 747. reed 847 Mries wad Pass of DOM FYd6Ing" and Lowered Maps wad pan of 12MMM Yw Yes Y« WA 2 Imam 62d4 urns KirB08kgY Nree t0M9a0t8 No yes No +1p4w bellow need doors. Florlds DeprbnwK of Business & professional Regulation Building Codes and Standrds Product Approval Application DataR Fogg t w t tatwts Fulda DWwbrwd of &Akw e & Professional Regulation BWdlrtg Codes and Standards Product Approval Application DOUR Pow / w t ttamte BAILMkAI sal !Mina Oa mm ➢aE■ia gar BAmim sae Boom gem mm RdLbo a go An )!abut Mwdo c seal gmmlmAMm 7mm omlik IMMOA A m EWiA■md Aeamaa am Let ma Mmlmamt Sadie EMINKALIM M Miles a( beat tlemmm agAmrmmt Ammma aim Revwon 2017 MVYMdewe and Doug Brave suraw Ar«eked Avddor8ual sMr«nil U*k PE 12131=7 UFMMO7 OUDGM011 Approved ilaewon 2017 POTbwu*lw Dew R.vk MonS09i BCCO-CER MMdOede9000-VAL iarm 017 12MBM17 12MM7 Approved tlripmr.v wo- (717)386.7300 WpvhdmnA=odOMn (TM 3174484 VVhado.e 0141)IB6M00 l7M) 816.2m0 GWOODOar. Plood mn SOCabomr. Flood �ddrn comparative &%*at CarOks1W Mark of Lherg Cusp- mMwt OwEadw Mad: or LMaep Ba11INAtaoAalt B Aale Mug OMrsamddm amm m m*dmRa mJmM 2WAiUM &W" EEMma Mug bMWIMad" sommimmmmego lawgM ammum MWem Boma 1 1M PIN 73s 72 Madded Olm 0401312018 No Yes No +40W 9 PV1410(Larw Wads MesrA Vhrd Flood Wbdwv 044ta020 Yee Yw Yes WA Florida DepwWwrnt of Businses & Professional Regulation Pop., d+ &mldig Coda and Standards peals ProductApprovel Appikatba Dean Paw t.r+ taabla 6 S26 inikx Res Wm Omtbo" pour MIN mm ONNhilm sad EnOUKA m id"N M Ydow Rlmella aRAs■d AMOM Mom RevM« 217 Temr►Tu CarParel+a+e Pod: V"ft Lyndon F. BdOOR, P.E Ryw J. KMR, P.E. 1M400" iM8M17 IQQMJD17 12112MIT Approved Cdyrey: EadMlor Dow. a19)2M-1740 PE.434M (g,3)M4M6 subcoham"s SwbY806drbr DoorAwrMYr ridooan tll0o«r- 40, Mekar Res 21a RdLawo afar Ooryerrs 110wt SMakrwn Rapat tan a awn Wad ZMNMKA memo IddemM limod h&NW E1Pi.AMEd Ammma Amain RVMFlo VMWedARIR«Iors Llaawed Florlds Bwm BMnwr Anrdin A■ *Aokaol /Men M. LV^PE WMM $ 01MM1S VhAOalatl Proisoi,W eekreer (717)3e6.88W MrrMo0./0A«gdalen (717)8174464 BAMUALbLtm bemgrOmvd=m amilLa m ABmmdmLum AemoLkms mart mesa ME EMr■gmaddo guouLambooLoo him 29MKmQM Bohm emus 1 a &quCtFbWCbWW4mCt. tqu0t�, 6Y3F,4 fgetbrgw6awt Closed Pawslaae 12131M21 No Yw Y« WA gmwkh mltg A■VAd1jw w A We mad 21"RUM&quatCbnWfWM4wt w8pettxa«Idhdt seek Doa-pp br■ipa0ularhg CaMlp«Yon 026OLR Mara■ splpmaataemaae 10l1M mlmmlmM MWem EBeara 78m2 ko dated OM« 02FILIM8 No Yw No +mad Fluids Dapanlnnend of & okwm & professional Regulation Building Coda and Standards Product Approval Appllatlm Dahl N Cn tQ O �.. -a Q O O O 0 O O LL E O L Z C Q a z z w J U) CU O ■ 1n181• CU ■e! U) -t:f U) CL a0 O L_ VCL Cl) V MW W Q Z Z Q ,_I SHEET NO. PA 1.1 O O —cu O U O CL O O Q O L C Cc -0 d. CO (� c 2 N = o U .�' ca o N L Q L (� O CU Q �— -0 .0 U) Q ■ O ■ aesa �J ■ taestea U) —t= O }^'� W 0 L Q cu 0— c U _0 V °- 0) V `� m w z Z ¢ J a SHEET NO. PA 1.2 Roles. wp■unw a euNr,.ut a aroMreblYl P MPrrMon �..,., Rond. orp.rnwr a eueal.w a PlottoMolYl w�woR �..,., Fbndu o.p.nlll.rr a swtr,.w a ProN..lolw �e..a+wor, Rona. o.prAtesl,t a sweets a Prott■taw wouwioR .,.,., swsar,a coa■.na aaarm coaw «w ew+a.lw ,.�,. aurdho cod■.,a ,.m,. euar,y coaw.ta aunarlris ,R.,. Pe.dlYeavw� Aovaoroll �+ noa.oe �.orw anvreuoR o.e.s PloaYsapveor.l aoadaoR o.eer rroa.oe AOpov.i aPvd•� aw Barr ane arise sea are areeYr■ are nrraan �. ..LY are ore �.. oln ednrer �. ■■ac are are �. � ernusees ane ars ore are �.. are su nlr■ r■ws � .rretaYr.t asr�real arrrr eun.ar ,.■.r rw■ Des a■r. aearlrs gerlr ■r.tasaa �t...ue a.rtn rn.snr aG.e�n ..■d r.. in now r..�c saetlr areteraua als.rral strict aarr elaAar ,o.r rw. am rid■ rr.r,tr� rrrlr �.eaua n..rrn b.rrr a...n ras;.an Fl ride Deportment of Business & Prof =WW Regulation Pap / of I Building codes said Standards lame Prodmat Approval Appacabon DeteN IS mmisml RISK 1tlafA< go 20 pMbodm Ale mm 3aoim MmmMemo[ freolmd NobemrAAAomNe Yefmmafrl YafmNem AuNdUt ErANIMId became! a" no.Ybn 2017 Swd Raaee/mmeatsertI Thom JNare MPMO Unitown Evaluation orryW. Wrists 1 ,16//D17 IORNMT /02mil, Approved Oemeery: Radae (W 286,7266 aNesr LLC. (200 M 41M eaaCateeaY. rmosaq Tern amoMM.Iraaeea- ace �eYahretlam Ell*RepedOana m 6AWDISMlJ4aOh gooLhW aoomiaLME Ammmmd&Lu m loos pal. fag EMONtpedrse 221&NU lbdmLak In Hoc lam iLJ Bohm blira 20 samrrsto-ohms crap: Saar MOPrON,• Ld WOP, CA 14104121111,18 No Yale Kok WA SNMLGMW 6l1�! sm mt MO Mm MmLiool 141at .. 2017 Global P abaft PMomhk I.I.C. 1 9erF ShWee aabCaMergr. Storm Farb cetePNamee VoOreb Evaluation ROW l em a FbrWe R -' W Ndlaad or a Lkwrsd Fbrkk ProbWwal a g- PLMIBF MftoOvl USA 1 20 Gap Galvanized Shod Sbnn P1 WAMY M Florida Departm" of Business & ProhseiorW Regulation "dig codas and Standards Produeat Approval Appfeed- DetaN f9 9kz g9tltlart f4eaerl.iilr-e Ten Rahkow womrATMJc,p.E s"a80ebbrmO pperlr ca• PE-44167 bohigamomm ComWered GWaeWd &sat Sbnn Pawls reesamsd oreatby- " tape,, tKwdmmprotee0om. P.0e1ee/ laao/e gat for gshDMMN pat 3alfhYlmit lAIf11M1 IMN akCAND i hens was Jdm W. Wmrosriob, PE Oeg6V2017 080312M7 OW112017 12H2OM7 Approved W 7744M gWNLA mom hommAbLum homoditlh flora pain am enLu mdmph Inf1QR 20WA t= amhd h 12A112019 Yes Y« Y40 NM ISfA1M�f Sells 31M momm Mouimnt PaYan 2017 Global PIVIOCOM PMaeb, LLC. 0ema9er1 alhale Sub0sae0osy: Slam Peels caoeeertte elates Evaluation ROW km a Mama RaellRewd ArohMd or a lbaneed Fbrps p assumed at o - IYaLIM�IEmOIom iNt EMOAMIM 2 24 Gaga Galrraed 8Ma Seem Pawb6SMR Florkh Department ofBushes & Proteaiore Reguation Building Codas and StiandkMm Product Approval AppMesgon Dad moftz god MNANKAMM Ten F, WAN A. TN Jr., P.E. PRSW7545 PE-44167 tlruaOYrer�pppaa.oam bktmLaumwm Composed aaNrurd sba Slam Panty mal m l ornd by b4eke te pMWb Iaebrre probctbn. pep/df is m$ Florida Departon" of Business & Prolrseabnel Regulation BlMbV Codes and Standards Product Approval ANfts non Deng Pags/d1 Isms 61fi11L•.t gat gas 2OLboas title Sinn col Null muse 21ans m gee IleaMtdir INNNNea mom" nOAm®t a®as S" mt I NOMe Nlaino[ hoses Dm boLLLI_m ladmYmif viI 11MN1Ml H LANOW ammm sUaa JohnW. NneoNch, PE 09A6r1017 0103/2M7 DW114017 12H22D17 Approved Asvblorm 2M7 AeMiwipn Shueen was Om MM, Bamalal FnnaL Is . PA Trey BbrmP, P.E. 1Ndwal? W4Rpply (954)772fi7M wteeee1 eaebrs (561)712. M PE-004WO M"947.ONO socars9ap: storm Pants mlrbMaererl�pMNs coaeearseMdho*Evahveebnaa0at*am a moan Flo Rs-' 'Archbold or a UpaiseC Florida ProbMbet Enpmrr 8ClM�t.Em�e pmdm�mplt aNNInWAM fLmW= ants BN® Wt N pmdaNlmEEOLD& AmIollfim.lh Nemtleltbli MEN" Patio 12131/2019 No Yr YM NSA 1 220a &Mop 249N 0 mlsrd a" ON Panels 2260 same; 34pa Gelvectoed SW Storm Paned tYM2018 No Yr Year NIA Florida Dgmb mnt o(Business & PiofessieW Regulation Bukiing codes and Standards Product Approval Application D9d pap I ore I Iadele Florida DepWLtmnt of Business & Pro(ewional ROWMw Buildup Codes end Standards Peodnmt Approval Application Datati pqp / d / Iaam4 Floride Departm" of Busmtsss & Pro%sW*lrl Reg latiat Bolding Codes and Standards Product Approval Application DdO Peen I a I 1m ma Florida Daimbnent of Business & Probselornel Reg lebon Bumov Coda end Standards Product Approval Application Dud Free I d / /seals e:fMe: AM loam Woe gate A LBNMK AM gem 1Ntalm pat pat 2NLB NM N AM eAAfMaI pi dmalm AM AM 20 BOAM AM aAn�m Slade BotlmLo gee pat gNIMU a 20 mm Imam falofMi IB A®d a®Na A NN me lamdn moioot Susses Cesem<Ailoser lamlMMiMd YaNIMa aONMmi B Lammod amm" form Min Ydm Mmitmm[ amm s fine&LNmet ri1mYdMt 3Lasas &Nh l lWOam®i am=" Mora IDS ndm mmogmemr Semen SHOW. LMM 39NNNeEMt YaNaeYd ovkmwe O LAMONO hoomd rile Re we 2017 7W81mm1I C' 41, NM Gras tea ehmtL"b ICC e4shraOM Service, LLC Wean M. Rader. PE 0W92017 aWDam? m212017 Approved M1vbbn 2017 mV Brune comtMnwb G" tea sbatl Lows ICC EakMo Service, LLC War eL Ruin PE OWIWM7 saw=? 0e212M7 Approved Revision 2017 I1WDA" conemmb are" lob Saertlere ICC EvaheeM Swvtos, LLC yearn M. Pleaded. PE OGMVA17 01072017 oa212M7 Approved RMIMan 2D17 riWBrAner" 0, me Grasp hna Bha Lob ICCEvMnraorm Savb,LLC Wean M.RwKPE oar1a0D17 010720,17 01412D17 Approved fiLraoLy: ftuomw oModrmte (N7) 91"M (407) Mt-1M7 cawwr• sbuabw cMercer (647) 91"473 (40n 601-iM7 cemeeeY ab km components, (647) M84M (407) Mt-iM7 CryoY• Bbmre•ar M (407) aM•1M7 emaealegWy. Tnw PMW rlsMbapyeeaa.con evocelyay. Teas Palo elewleMayareaa.p0m er. PbW atMm4eyyineew•cam ealaargery: nun Prlss .IberMamnam,sa.asm Ceoee,nnr m omolo s, - -M R4peetRao a CaaPmatee Walled: Evoaetlan RoponGems Comp@m Odho ex.grme. Nwea Evaluation Report dam. ceaseaat+Memah Erahattlorm Reed Goo a Product EWANOW Endy PMart e4go0on Eatq PYodarct EvaWWM Eayr Bt1f1latl Proaua EvMMbn Envy Bay "Sr adom BmMLAmmmm AmUNUKMN aoomL wwj m Amid palm gooLam ammmditmu AoomdLM,Nm Seem 21 M ggdkA roam AMMELbLum agmamdhLpm AWlad gem gmMLawELam AmaW JKAU aeemmoku m lama Be" INt bk*NLgedAm frmmsf mbiNk a h111M ONNILIf1M Mete EhoNm Wort gabd mboan M hf00M SamMLIBOIi Bohm En fori nimmu mdmlm Ssalmsambtlmplt In fhlW= RUN" ftm fort bigNUki&JMMbKMAM bl&NLMEEIIM Q in1001i fLWM.IMIM Boaad Programs 1 rrW BCQVMM"War Sbeeab (11 Yap: 8) WW commeew Plate, 12M20Y1 Yes, Yw WA WA 2 mar gom"Ine Ht" Mob MWYcoerrbrpbb 121312022 Yea Yw MR NM 3 riW 90GIA100 TrJOW momcrdwcw Mal, I1/312a22 Yen Yea, WA WA 4 ITV BcGMpaw yyae MWat Connector Pbo 12/M2022 Yes Yr WA NIA id mrlle A =Lgdma illod±dde 600&2b h Floor Depertimot of Business & Prohalorld Regulation OWkWq Cake and Standards Product Approval Appftnd n DstaN Pose I al IR MO Ftorda DepaAnNnt of Business & Protaeionai Reguatlon Bulld ing Codes and Stardards Product Approval Appkad- D" Fsp f ell tmwo Florida Dep iubm t of Business & Prohaioral Reglation Building Coda and Standards Product Approval Application Detail Paaa 1 dI IMW$ Florida Daperirmnt of Busies & Profiabnal Regulation Buulldig Coders and Stardards Product Approval Appf 4td- DOW Poll. let I horns Matlrwa pa Hmarm pie no gMLBUMM pat ILagMJY form ldma[ gore Arts 2ao8lora gam daMSE4111 Sam feaLM pM pat AkhoMB AM PLONW M goo Blom We gore 2OLbodu gum boors 3aaMm NKTAM < g9rmd WommLaul IaVANh lam lion" E idR®d Ammud NO* ffis lLoaa fkmYaml goo" LmWI&Sisos INN" mdlold fiONMUI SMAN oral seem/ am nee !moms MrNnioml 22" AnoWL&k%M 33 OM& 3a71edW MONMo Z inn®ml ammod son mm in" Emmue ml godo BOINKALIW YdNOM fhld.d LONYat tflgdmMO &M W Sam PA 1" 2017 INr4b kWtW W, ba OWN Wart me Biouslomm aNv . LLC 1CC EVahrsaarn a«vW, ionswil, 1011912047 tWZM17 Approved Re late 2M7 MR4k bdvebba, bat. Dam Wed IOC Evelll,Mn aannM, LLC IOC Evabndsn Ssnbs, 101,1 WJ017 1orI VA17 10222M7 Approved SO Was 2017 mrok b U01M low Derr Wort 10C eVookob. A.nr" LLC ICC Debaters Sant, 1011WAil' 10N92017 10010111117 Appeared RMYbn 2017 YRok bdWYbs, has. nave WMd ICC EvMelo n aerobe, LLC ICC eNaar,11M Sono, 10,1e2017 IGMW M7 10222017 Approved cateeery. sYoobeat C&nPomae (314)061.740 LLC. eae,eay Sbma9W Compensate (314)851.7480 LLC. 1y a SWQabeoy: True Pion d•alanrtddome wMase4sto Smommo y.Tnr Mateo dW4agmeaom Rom)69F9800 erreregay. nor Purr daerlMMlaoss (mDe) 899e600 smbcargay: Tire Prates dwaepnaaom CJOR) M94aM ReportGan a wort Gana Caaapasres oweat evokeeMm Report Gore a Coeearr Nash! Evaluated Reportsar a PaaEirMlelbn � Evaluation Eery' Pmoard Evaboson ante' Pmbd Earbn Ems' agliffALblim d.BmOmt amu LaINWon emmNdlt m ammai[pm maw prim d gnsu mN ANNmiMLNM AMMUL JM a" Ben gmmLh mo amoWiL" am mou LYm INN" Amin gtNMLANNnom douNdA LYm ammtaLma bus Ben mt fmamumuddm pmmNWWmbtlmLm InHWIZ Roman= Bohm furore Wt emamumimmoomLKBM EDMILatloon goomaimmoOL20 InHY M fbdYmmOM Smarm Em But BmOdpmBOON S milmimmIL20 IgHm 21EWLM M Bohm BNNm fort EM60LONAM60NMbKALNM zmtmumudmm leemdlmbtlnAo In WAR gN MmM amhd fnmNlo 1 mom lep.aeerhehred0 V MaenMabr puab otma173 Yr Yes WA NSA 2 WIG 1690.11rr ansealor PIM 01/0irm Yale YM WA MR 3 Mr/am 1e OL Mph obMpa tusoerreaterpbls DIM2013 YM YM WA WA 4 Wall 20 p. tutaonMda Plate olmaw Yw Yr WA WA m oiLfdde WmmoLgd" NINLQmtlm AMNLQMNM Florida Department of Business & Professional Regulation Building Codes and SWKMfd9 Product Appowel Appgestion DOW Reg 1 dl IAeMe Florida DepmirMnt of BWi ns & Probo i*W Regulation Bt"V codes and Swdards Product Approval AppNcdlon Ddd Age i d I MINou Florida Dspwbyere d Busuea & Plodaloi Regulation Bwft Cads Gab Standards Product Approval Application DOW Pap f a I lmmig Flaide ... per ,w. w of Business & PMftesio of RepAetion Bu lldig Codes and Standards Product Approval Appdatlon DOW Pp I of /walls gAna4a form zoom gore gore gMLBmim pat , Seri /orals[ pat am gain" gtle gob fooLM Arts Ih palmm gda I3.6II�! foe )mats[ 20 20 ➢humps ph me 3M WM Mmmmobml games AnsoL&1Mme mNmraftm MdN id N ErAemd &BM®N amN mm lido .minm framMN eaNMmdALMmm 911tIlYait 3mmrN lean" arame d amnia mien BM Yoim memamm go" ..stWLM.m 3mlmmaid lfelimYi Adorns nOAMINl ANON awnmmME Ma MM bat= pored ZROOKAMi EdOdO dt YAN a.m1r nCAMOM ammo arse RerYlon 2M7 Mrrok bduo*VIW a Dar Writ ICC Erreeon Service. LLC ICC Evehnslbn Served, 1W182017 10H92M7 10r!M17 Approved RavNIM 2M7 vwyw wuear Rob BoMsb ICC EveGMMm Smbe, LLC JamnseA. Rodonon, PE 06222017 G6rAWAIT 07103=7 Appeared Revlebn 2017 vAwwh- Rob sandals ICC EwbsaM Bared, LLC , A. RMMrn, PE 01122/2017 OL20=7 071"17 Approved Revision 2017 YMyNIMMrr Rob BokWn IMP- aNrb., LLC Jrnr A Rallsren, P.E. OBF=17 OGGOW7 O7/0ff1017 Approved GatyMY. sbuderal ConmpanwM (314) 951-7410 U.C. c+teaenr• Streamer! C row-r MM 024 4M (OW SW1344 PA ROB)MP7344 eme CeenF QsalsgWtr. Thin r PWO dwoema(2M)SOMM eabeab- Ee., LU"W bawl Q O'bo'b"y. Enghraned UA*wLavDw So"c"" y; LUM" Ra9eRHaldsbOnveywlu OoaeeameaNrlOd Eraaa1tle11 Rep011 Ge111a Warr AWN"0 Rrpatlbaa OUWA M caaEWw Steele/ Ereanatlarl Ropoe Game SWAM Pro" Evaaralbn Ealy' ProOud Erahe9an En* Productnee Product Nor !S moor Product Eraaaelbn Eery nammaLEm ea amliffALBNOM gorLaeomBm h M MOL Me amMNNtMepm Immer gem gmdkAu one AMMOL&LUFA AMOWmOftlat )Meet Ado gusLam ANWAdA Lpm aemamd&WAK laws aWn gMULamtmBm WEISS Cp[ aso mange lone 20M lot biddinumms h111M gO OM = BsY E� Sot anawiftolikokKKMM bailimMosidgm gobalobomaw MHV M glumLm sub" zt fort BNmdpmdon fdmbsmblmgse h111M f ulddLI 1M aehtl Be ant hmsdgomidm SUM 11111M fhWL11M a lY ft� 6 MrANS 21) SL bee Mlsn- haMMVMWPhlb OVOU 23 Yes Yes WA N/A I mdcsem LVL Lrralabd Vessels Lumber D lao1$ No YM WA MIA 2 Pre- PSL PVWalal$band LWWJW 03M M9 No Yr NSA "a 3 TbbWsYaal LSL laatn,bd$b dLwgdw 011M MS, No YM NIA WA feeo4gMldm WggNlpmdm WNLQiNdm moLgMldm Florida Departmertt of Busies & Prohafonsl Regllaliorn Ace I dI Bullding Coda and Standards Assets Product Appeowd ApplkWon Deter 61M{SoBt front ♦dale go gee gmLhMln pat mm l is m mmmbd [ ironed moo oM,&LMM l dffid < laraAN amMam ZW.Aso d amp a" Ralelon 2017 v4ys*muw Rob addab Cc estimation arrreoe, LLC JanMA. RWO M, PE. 0&222D17 0111211121017 07,03=17 Approved 111-y;riuMWal CanI . mea"M (BO NO-1344 tubC Nwr. EnmpenMa ' I ~ RobertaaldsbMaMyedma Report her a weW.mn Product Oak"" Eft Biloffinim9no gooLAmnram AnommuK s himamd&Lft Mod gmh in BE&OLEEkLUMOkWALIM anudprd" gesu imbomgm 1,11/0! firm LOMf asks AWN 4 TJ Rum good BYuoaaal Comeamr Lumber arOrkaYO Mend 0313/2019 No Yr valve N/A saw Ross ae.d PArids Daperb�rar,k�d�.aBUeile& Probukto Repiaim Paps al ,WaW "u^`� Coda end $ems imme Product Approval Ankadon Detail nmmwm g a AMLAL sh 011t melaNMm fat* mm 3mmo m wbllmK pre WmdmeAMi lMmmmail Ya1mMa AIONMe OCANnd Aeenma AMR Renames 21117 CASTCF&M Lek tea cm%Pen1N MM W)or e000-cot kNK44W@9000-VAL 1tH42017 I0fis=7 112/2017 Approved cdoemr. BYuohM1 CarlpaerM R13) 62fa641 (7M) Swam Sad Comply. Pmdu* Insodmnasd M a Rrae of fPMIYMQOeabals.aarm NeMT4alWMloaj 1:aMPeermee Oversell Mork a l lift LWBtpAmtlNlmN Amy aoomGMrJIM ldemd glmlNm fNt ammolmloLmNMMLXJIM E shoUM dMN geaNlBNbYNgW h1tQM gkumLm Bohm Pa1NM I High 8bWg6r comose uk" 4, 6, S. ad 42 kWh uMe iMls ODIUM& YM Yr WA WA AEMLQNNM Florida DepaNbrerd of &abuse & R OkeslOrnd Reg radon Age i d l BLildeg Codes and Standards ladle Product Approval AppNedlorl DOW 6.hit SdtM )/must pat Ale 20LBEdw 20 mm IMAM MmlmnNe SMdmd sodmKAMo 7allhlllalid Yealmma aOdmd EWANNd humno Awn Rrillon 21117 NNyWhruar Rob BaMMb ICC EvaMmtlbn aNvW'LLC JUN, A ROM AIN PE OSQ22017 052001017 0710302D17 Approved COb9, 1 sbtMsol CampaeMs CM 9244470 (OM) 6M-844 $04d says En@1 ' lumber RMNLBidwbmOMLerIe caapmanM Mothers Evakwm PAW"m a wwmm Product Erkelbh ErIM niNVALBMOM gnaLam annuibLum a®MIAKA N Stela pan fnfi anamubi&mmlmLajbm EMONLONEWN 9023&bimlm gla 1.f1112 pMMLI sub mm Panto a YMprhrawr Rile bawd OrWtsed SM4 Ssad Poor bead 03081I21149 No Yr NM Nh f� PLAIIISM fisa mm laomin lMMmnm PAVMon 2017 CaanNdtl Conde ProbmNrna Catyay: sbom■al ccmOonnM sWCWaay: PMaft hero01e10 r a Rowe of New TmdAWW CalepeanM allema Isrtlen Rbpataam e Flares Rs91 Archbald W a Udawd Florida P clesobnN EnpkrsW BWIIIt�. mt 1 out* P/ataat or Cwwam lCwowlo Pmdu* Florida Deparment of Business & Profwional Regulation BIilO1i11Q Coda and SWdards ProdlctApproval Application DeWA taMLK Qnmd MmleediLbom ROW One THUY LL HUYN1 (813) 8M3707 PE4M122 ParedWOYalw•a•m Pn4Mat and P Bosom CON" LhMb Pgaldl Lame fh gW potmam pro mdmd m larNMMd am A CAR act A®Nd awn Jolts troy 100142017 16n311017 tarm2M7 IV1MM7 Approved (352) 681-W l ammLAmoam hmmug Kmu ANNMWAkLv m INN prim 2MkkdXMMdML2* 1, WAR gLMMm1NtiM ohs semen 0612512024 No YM NM WA Florida Department of Business & Professional Regulation Bullring Codes and Standards Product Approval Application Detail fda J 1012 vandon amedMam[ Sid :Rdoeuf ilrad R-Won 2017 Gulf Coast Supply & Manufadurkw. LLC. EnD David Daniel 8. Kuhn Calagory: Roofing (352) 4WO778 PE-75519 StbCetepry: Metal Roomg IniooguBeaatsuppy.eom ConglWmu Named: Evriuerlon Report horn ■ Florida Registered Architect Or a Lbensed Florida Professional Engineer urea Product Herbst. Number tor Name Product Descriallon 1 0.032&qM: Aluminum N Crimp ern 0.0328qud; 5 V Crirtp Atumbum Roof PeNI over 15/32&qM; Plywood 2 0.032&qM: AWMIMM Gulf Luc Mn 0.0328qud; Aluminum Guff Lok I Uqud; Wide Roof Panel over 15132&qud; Plywood 3 18quet: 24p. Guff Snap 1&"; Gulf Snap 24 Ga. 17&gwl; Wide Roof Panel over 15/32&qud: Plywood 4 1&Wd; 2496. VereaLx 1kud; V-Lcc 249. 18.5&qud; Wide Rod Paul over IW2Mud; Plywood 5 1 &qud; VersLLac .032&qud: Aluminum Itt"; VersaLoc mb .0328qud; Aluminum over MnUquok Plywood 6 1.5&qud; 24Da. Guff Snap 1.Uquct; Gulf Snap 242.. 18&qud; Wide Rod Panel over 15/32&quot; Plywood 7 1.5&qud; 24ge. Versa Lee 1.5&qud; VenaLoc min 24ga. 18&gad; Wide Roof Panel over IW2&qud; Plywood 8 28qucl; 2490, MegaLoc Min 24 Ga. 2&qud; M.9.L. 488qud; Wide Roof Panel over 15/32&qud: Plywood 9 20 Go. Gulf Lok ern 24 Go. Gum Lok 18&gUd; Wide over 15/32&quct: 10 24 Ga. Gulf Seam Plywood ern 24 Ga. Guff Seam 168qud; Wide Ram Panel over 1x4 Wood Pumns over 15/62&-Ot; Plywood 11 24 Ga. Gulf Sam Min 24 Go. GO Sum, I 314&quot; Snap Lod, 8&qud Wide Roof Panic over IW328quclPlywood 12 26 Ge. SV Crimp ern 26 Ga. 5V Crimp Rod Panel o.4r 15/328qud; Plywood 13 26 Ga. 5V Crimp Net 26 Ga. 5V Crimp over 1SOUctuct; Plywood 14 26 Ga. 5V Crimp Mkt 26 Ga. 5V Crimp Roof Pares over Us Wail Pufte, over 15/32&quct. Plywood 15 26 Ga. Guff Luc ern 26 Ga. GUN Lok 18&quot: Wide Rod Panel over 15/32&qud; Plywood 18 26 Ga. Gulf Luc Mn 26 Ga. Guff Lok 1 SBqud; Wide Roof Panel over IW2&qud; Plywood 17 26 Ga. GUWBR Mn 26 GO. Gulf PBR Rats Panel ever I W2&qud; Plywood VaNdMed ev Locke Bowden P.E. (334)300-1800 Pope I eft 3DWM1S no 20 Due Poricams gate llaaNNW LNmme4 FSCAwmlal ARBL4.'Ad Am& 10112/2017 1GM 02017 10/172017 12/122017 Approved Oudlly Assuan Contract Expiration Dsd* 04/122024 Aoorawdf>Use MHVHZ NO Approved for Use Out" sbli Yes bnmd Bernd N/A fosim p] +N/A/ 108.5PSF 04/122024 No Yea N/A . WA/ -116.OPSF 04/122024 Yes Yes WA +WA/-131.0P8 04/122024 Yes Yes N/A -NIA/ 38.5P8F 04/122024 Yen Yes N/A N/A/ -101.OPSF 04/122024 Yes Yee N/A +N/N -116.OPSF 04/122024 Yea Yea N/A -NIA/ 123.5PSF 04/122024 No Yea WA + N/A/ -108.5PSF 04/122024 No Yes N/A +N/A/-96.7PSF 0411=024 No Yes N/A +NW93.5PSF 04/122024 No Yes WA +N/A/ -108.5PSF 04/122O24 Yes Yea N/A +N/A/ -156.5PSF 04/122024 No Yes N/A +N/A/-131.PSF 04/122024 No Yes N/A +WA/ -156.5PSF 04/122024 Yea Y. N/A +N/A/ -161.OPSF 04M22024 No Y. NIA +N/AF63.5PSF 041122024 No Yes N/A +N/A/ -1547PSF Florida Department of Business & Professional Regulation Pogo of Building Codes and Standards 30mle Product Approval Application Detail AMA Product Modol. Number cor Masso Quality $oductJ:nromMn ContractSaltation Assurance, Date Approved for Use In HVNZ Aarovid for Use OL*dds KVNZ Imcad Rolm coolant B3aNae 18 26 Go. GUffPBR ern 26 Ga. GuWBR Rod Panel over 10 Wood 04/122024 Yes Yea N/A +NAJ Puma over 15/32&qud: Plywood -151.7PSF 19 28 Ga. GulfPBR Mn 28 Ga. GuNPBR over 15/32&qud; Plywood 04/122024 Yes Yea N/A +N/AJ -154.7PSF 20 26 Ga. GItIPSR Mn 26 Ga. GuHPISR over 1x4 Wood Pumns over 041I 2024 No Yea N/A N/A/ 15/32&quot; Plywood -151.7PSF 21 26 Ga. GuNRIb Mn 26 Ga. GultRib over 10 Wood PurOns war 04/122024 NO Yes N/A +N/A/ 15/32&wd; Plywood -184.2PSF 22 26 Ga. GuNRb Mn 26 Ga. GuNRb over 15/32&Wct Plywood 04/12rM4 No Yes N/A -NIA/ -159.2PSF 23 26 Ga. GmMtb ern 26 Ga. GuNRib over 15132&Wut; Plywood 041122024 Yes Yes N/A N//V -159.2PSF 24 26 Ga. Gu11Rib ern 26 Ga. GAIRib over 1 x4 Wood Purists over 04/122024 Yea Yes N/A +N/A/ 15/32&quct Plywood -164.2PSF 25 29 G& G HM Met 29 Go. GultRb over U4 Wood Pumns over 04/122024 No Yes N/A -NIA/ 15=quoL Plywood A23.5PSF 25 29 Gal. GUIRb ern 29 Ga. Gul RM over 15/WUPo. Plywood 04/122024 No Yes N/A +N/N -146.OPSF 27 29 Ga. GUNRb Mn 29 Ga. GLi ib over Us Wood Purvns ova O4/122024 No Yes WA +N/A/ 7/16&qud: O.S.B. .101.OPSF 28 29 Ga. GuHRb Mn 29 Ga. GuMlb over 7/1BSqud; 0.82. 04t12=4 No Yes N/A +N/A/ -116.OPSF an: 2017 FL M: 11651 Application Type: ALL Product ManlOactunr: ALL Calegory: ALL Subcategory: ALL Application Slat: ALL CompUrneo Medved: ALL ONety Assurance Entity Covets Eplrad: ALL Product Model, Number or Name: ALL Product Dasalpllon: ALL Approved for use In HYHZ: ALL Approved for use oulalds M/HZ: ALL hoped Ra mien: ALL Dcalpu Pressure. ALL Data Fran: ALL Dale To: ALL N L � CU O 0 O C 0 O E L.L O CU .� -0 Q M. C .� .0 ''�^^ VJ Q. Q z z W J V C: O N � CU U Cn O W U) ICU O L- Q U O V ''W^^ Cl) `MU W W g Q Z Z Q J a, SHEET NO. PA 4.3 y ��,�ar � ��o�� �� 3315 ���� 2� 3�6 ICI ��g