Loading...
HomeMy WebLinkAbout3011 Moulden Hollow Dr1-5 od 14�(dex y-killou)(Drz- 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 AS or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air S3S STEM DETAILS S4 DETAILS ABV orAbv. Above FLR or Flr. Floor RAG or Rag. Return Air Grill AC or A/C ADJ or ADJ. Air -Conditioner Adjustable FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry RAD or Red. REC or Rec. Radius Recessed S5 DETAILS SS RETROFIT DETAILS AFF or A.F.F. AHU or A.H.U. Above Finished Floor Air Handler Unit FP or F.P. Fireplace FR DR French Door RECEPT REF or Ref. Receptacle Refrigerator D1 SECTIONS & DETAILS ALT orALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft Foot/ Feet REQD or Req'd. Required WP WATERPROOFING DETAILS BF Bifold Door FTG or Ftg. Footing RM or Rm. Room PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh BookShelf GALV or Galy. Galvanized RND or Rnd. Round BLK or BLK. BLW or BLW. Block Below GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter RO or R.O. RS or R/S or R&S Rough Opening Rod and Shelf PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GT or G.T. Girder Truss SD or SO. Smoke Detector SOT or Bot. BP or B.P. Bottom Bypass (door) GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb SQ FT or SF or S.F. SGD Square Foot (feet) Sliding Glass Door PA1.3 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HDR or Hdr. Header SH or Sh. Shelves C Carpet HGT or Hgt. Height SHWR or Shwr. Shower CAB Cabinet HH or H.H. Hand Held (plumbing faucet) SHT Sheet CIR or Cir. Circle HORIZ Horizontal St. or S.L. Side Lights CJ or C/J Control Joint HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CLG or Clg. Ceiling ILO In Lieu Of SPECS or SPECS. Specifications CMU Concrete Masonry Unit INSUL or Insul. Insulation SO or Sq. Square COFF or Coif. Coffered or Tray Ceiling INT or Intnt . Interior STO Storage a a COL or Col. COMP or Comm. Column Community KIWALL or KlWall Kneewall KS or K.S. Knee Space SW or S.W. SYP or S.Y.P. Shear Wall Southern Yellow Pine a a M � 0 F-11 a Ell COMP or Comp. Compressor tAUN or Latin. laundry TB Towel Bar Cor CONN. CTT or or C.T. Connection Ceramic Tie Lor L L.F.Lavatory LF oor . Linear Ft. TEMP or Temp. THIKN or Thik'n. Tempered Thicken FI: 7�1 FF 7 a FE7 F11 LJ_ D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB DBL or Dbl. Door Bell Double Laundry Tub M GT Management (room) TOM or T.O.M. TOP or T.O.P. Top of Masonry Top of Plate ❑ ❑ ❑ ❑ ❑ D FD ❑ DCF Decorative Cementitious Finish MAS or Mas. Masonry TP Toilet Paper Holder DEC or Dec. Decorative MAX or Max Maximum TR Towel Ring DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical 3 DISP or Disp. DIST or Dist. Disposal Distance MW or MICRO or Micro. Microwave MIN or Min Minimum UC or u.c. UCL Under Counter Under Cabinet Lighting = DMF DS or D.S. DTL DV or D.V. Decorative Masonry Finish Drawer Stack Detail Dryer Vent MIR or Mir. Mirror ML or M.L. Mkxolam MONO or Mono Monolithic NTS or N.T.S. Not to Scale LINO or U.N.O. V or v. VB VERT or Vert. Unless Noted Otherwise Valve (shower or tubtshower) Vanity Base Vertical gDVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Vefsalam N t� DW or D.W. EA or Ea. EW or E.W. Dishwasher Each Each Way OPNG or Opn'g. Opening OPT or Opt Optional PC Pull Chain VTR W or w W/ or w/ Vent through Roof Washer With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) ELEV or Elev. EQ Elevation Equal PH Phone PKT or Pkt. Pocket (Door) WA or WA. Wedge WD or Wd Anchor Wood °.° Q EXT or Ext. EXP or Exp. FBC FDN or Fdn. FXD GL Exterior Expansion Florida Building Code Foundation Fixed Glass PL or P.L. Parallam PLF Pounds per linear foot PLT HT or Pk. Ht Plate Height PLNT SHLF or Plt. Sh. Plant Shelf PSF Pounds per square foot WDW HDR orWDW. 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) FG FIN Fiberglass (Shower Pan) Finished PT or P.T. Pressure Treated PW or P.W. Pre -wire WS WWF Water Softener Welded Wire Fabric (Mesh) FIN FLR or FF or fin. Mr. Finished Floor PWDR or Pwd. Powder Room g REVISIONS 08-20-15 1.0 NEW BASE PLAN J 1 12-8-15 2.0 FRAME -WALK REVISIONS a 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. N 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 IF=r4OF F1 CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES CODE SECTIONS. SEE o CS LS *11%L �If�l FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. S , 4h �. Notice to Builder & All Subcontractors y iProfessionals a It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed 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 Go 1791 responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / E po g Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. An questions regarding the information found in these plans should be directed to our g 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 \ �o Y WITH pa , MPL NAL.- C'Q' ODE' LLWORK to gL11L1��PG C C'O L ELEC�RI .. ILLS NAp THE cl�r Or ��4�NY agreement. Z ra Z J a {�—' w o �V — Ow U LU mn U c ccLL LL Jtea n Q � Oqo nD. NC� „ N �D Zo`z fs' z a L-L Ze tutu — 'LL a � o -CQM M A . r • GJI~ °° �. o,,'`fi� ARtf�yvay�'w�`oq 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 Bth 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 2001 Tampa, FL 33607 www.LennarTampa.com W ;a i5 a �— U 0U�F�FN LU /�, CU C 3 = L.L � Ov W o �LLz I� le P uJ ZZ LU � w_ IL � Z Z to V)8 0 O oo Z g 2 � � ui rn ,-i a in o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. C S 1 ill"1111M 11'II 1 LI 4 O 19 TM s 21 A O>3 35-SH \ I I w a C7 \\ JZ JZ \ \ NW r " NW 70 `\ 30'-0" in 14 op ` ``\ CAFE 4'-01, FAMILY ROOM VAULT. CLG. `\ VAULT. CLG. CARPET CARPET PATIO ih � \ r \ co1- O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rn I LO I I 2:12ECEILING I - I I I io I 9'-0" T-8" 2'-8" 4'4" V-10" T-7" `1 I 5'-0" G DRN ER VENT J$ I S3 TH RU ROOF w 00 to 00 (4) 2x4 #2 SYP N STUDS W/USP G = HTT4@ BASE S3 AOfn N I N LK OWNER'S SUITE 8'-0" FLAT CLG. CARPET v TYP @ 1 STORY I S3 I 00 w is LCr ON W 12'18" 2668 I� IIIII■ .. CARPET IIIAM I� r�■■■■■■■■■■■■■■■■■■r v■;gal■■i■■■■■■■I-ttl 23 Id W 10 IX I a =W �W �0 M JIM I M INERIM TI s w 3 1 L5-SH O O ; 60" X 36" SHOWER O _ _ ------8,_3 ------ T-8 " �� C FIBERGLASS SURROUND ,N 4068 B.F. �� R 11'4" N KI1116dii BEDROOM 260 8'-0" FLAT CLG. CARPET �IIIIICl1111111C1� O WWII , A@ 1 1: FIBERGLASS SURROUND CARPET 9'-4" FLAT CLG. .a,,HALL N II 2'-4 F' II Co N EGRESS 25-SH O 4'-8" 1.1'4' I 00 O 3068, I ENTRY I 8'-0" FLAT CLG. I I HANSON BOX @ 36" A.F.F. 4 EDGE OF SLAB 2" BEYOND WALL K 2-CAR GARAGE S3 8'-0" FLAT CLG. I H I �� I / K \ 2668 I _C61 8-4-N d,_l„ , V_T' , 111'-10" 'BEDROOM 8'-0" FLAT CLG. CARPET TM� it F EDROO 4 8'-0" FLAT CL . CARPET I ,n S3 U) OCW07 A W M HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 j S.H. 13 20 X 38 lj 18 j X 37 j S.H. 14 20X501 18JX50 S.H. 15 20X63 18jX624 S.H. 16 20X72 184X71i S.H. 432 27 1/4 X 26 26 X 25 j S.H. } 33 27 1/4 X 38J N/A S.H. } 34 27 J X 501 N/A S.H. J 33 N/A 26 x 371 S.H. j 34 N/A 26 x 50 S.H. J 35 27 4 X 63 26 X 62 1/2 S.H. } 36 27 J X 72 26 X 71 1/2 S.H. 22 37jX26 364X25112 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 1 X 501 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 112 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 � X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 "C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9-4-A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. o LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) w GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) U ! zCD o z c�°oy Z Q a. U) z Ln (D a) N 4--i w (DIM -V w 01!20 (A ZD m N L LJ r - 8 N co N U 0 oo '� Lv Q cm�$� 01g N •D ,Nr 00 �Mcsz Z W �' z �w Q�LL�B w�- W � LLo 4 �W Z p-sg o q1_�6 m G.COWf-. w _� i `C) rcrU Fcd�r�l��� /tzEf(s;IS;: To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained withln these drawings comply with the 2017 Florida Building Code - Resldential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W aa. f� a IJz oo OOU Z �Z j z g 7sN�� W ly O KF U LL�! L W o U f z z ILL OV Cn ua 0 J � �0� Q Z r--i Ln J rlUJIW 2: Q Z8 Qz Qua Yam$ c) � z z 0° O 00 z g = a LU ,-� a U) o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 1.0 H 4 CO N FL E 4 MIRROR j OWNER'S BATH DW KITCHEN ISLAND (V i � J HOOD LU U] 0 1'11 11F -. KITCHEN O CM O tV T CV OPT. REF. KITCHEN INTERIOR ELEVATIONS z� z� z U, z Ln Ut �--+ w (D �_ o •V — 0 w cn U Wcc 1c, m N N M 12) ® = N 0 a 22 U = 00 o ��v Qrn B D. N =ul" N �O N Z`z zLU ° 10ZW VaV: Q �N�$�, �x LL;j's,1���� • • '. W IiD OM NO, 3 3 •••` �% irO • 1L F �/ / T ••• ,.• / fllltllltill,\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within time 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 2 ¢ 0 � Z. CV ) FIE- H a� w Z Z Q O y w r Z W �< W oho 0 J �0 J z $� J Ln < -I LJ.1 z 0� J$ tD COO d- z z t = 6 a tA x r1lO .-i J a cn o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 2.0 ER, N E x 00 :1 F n C a WPM -------------- R 16-0" RIDGE VENT 12 5� 1 11 01 21_On TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 1 "x10" SMOOTH TEXTURED BAND 3'-0 RIDGE VENT 11-011 TEXTURED FINISH 12 �5 FRONT ELEVATION - Al T.O.P. T.O.M. HDR HGT. --------------------------------------- -- - 11_$11 v �O o 1 co co 1 Fa 25 SH 25 SH ----— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- LEFT ELEVATION 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 ASTIC 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. za z� Q a Cz (I) In 4--J w C) •V — OW U m M N W now a) fM 9W2 0 0 c, �Q d I BID. N CAl •,1 LL n W W � �Z 0=^/ Z5 $ � U) � Z Aw11t1 ,� a c �r► IULcm , �\w OWrIr'' P � 4!/, 4/? O 5\O�\\\\N F E 5 �7�'f/Hill Itit11\�\�0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampa.com W za U) a: Cr z ci go�� zZ a L1J U. W LL Z LLI 0 -a %� U Q LU . J � O L.L W R I L i J ,t--I W Z Z z a o $S N Z tj a O 0 00 2 q f ,--I a cn S SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 3.1 IF a 12 5� HEEL ----- 1 12 12 5� �5 - T.O.M. aw --------------------------- --------------- — — — HDR HGT. EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOUS 1 CO FINISH ON C.M.U. ao (TYP.) � 5068 SGD 25 SH 25 SH F.FL. 12 5 4'-0" RIDGE VENT 16'-0" RIDGE VENT CV T3..O.M. — — — ----------------------- 0. 2'-0" op HDR HGT. —----------------------------- —--------- ---------------------- TEXTURED C CEMENTICIOUS 1 - co co FINISH ON C.M.U. (p (TYP. ) 12 �5 --------------------------------------------- 0, — -- TEXTURED IL 2'. 0" CEMENTICIOUS 01 FINISH ON C.M.U. (TYP. ) F.FL.----—-----------------------------L-1----------------------------------35SH- --------------------------------------------- ------ REAR ELEVATION - Al SCALE: 1 /4"=1'-0" �I RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ""G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions 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 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 / SO. FT. (D Z c'; Z � z� a Cn 0 4J U, 4-J w (D(Z M V — 0 w U m N w F_ _ EN dCn v C14 O U 1 V ME ¢ w Lo R v $ d Al I B D. G N , re U) Ills LL LIl i', Qo d K— LU-Z 10 Z 0 -2d$ 0 rn Z UM 1iiilf/%� < c° O W N �� N.FDS COM 1 • J Q 0 f 4..•' .� 5F 1.0 it Ifrit, , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W� za f U) o: Z 0 tr ��� W q J ro �® W W Z F3 0 � 1 z o za V = u QZ Q P a F- LU 25 08 cC*4 Cr llgf W 6 � f Z J rl W Z W Z8 a z N Z 7u r 00 LU 2 a �f , -I I a cn E SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 3.2 2„ 1" 2" N VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ 1'-10" 1 CAP 1" RADIUS 1/2" RADIUS 3 1/2" RADIUS = M tie CAP G `~ is REQUIRED BY COMMUNITY ^N G 3/4 RADIUSc�DETAIL N co SPECS. IF NOT, � 1" 2" OPENING VARIES 2" 12BUILT N TO BE R., W/ STUCCO. 1/2" RADIUSNEDGE 4" VARIES 71 1 _p" OF 1" OPENING S VARIES V-4„ = iv 21" �„ 2 VARIES VARIES 1 n V4 i n 1 1/2" RADIUS 4" 4 4 42„ Mle N 2„ ��•r a G 21/2" RADIUS rn r CD le (O VARIES 12 " 4" 11 � 34" 1" 1" BASE N BASE 3" SIN • d O / • 4„ *NOTE: VARIES 8" 2-1FOAM 3„ TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" G �N 1'-6" 1" V-4" 1" DETAIL TO BE 2" 2" ZDE BUILT W/ STUCCO. EDGE OF OPENING 2�„ • ' G q 1-1/2" THICK All 1-1/2" THICK 4" 10" Cv 24" 10" 6" G G G G r G I S = _ G Q) C� M " N 2n 4„ 3„ 2" 2" N ac 'ri 1-1/2" THICK 21n d4 e 2'�" 1'-10" „ „ 5j1" 1 _5 5j" 00 1,4„ 3" _ io 54" a�� 1" 12n VARIES VARIES �" N ran W G 22 i • VARIES VARIES r4l" 8" „ 4z: - 00 r_________ N ; F4 I pp i in is 6" 4" N N KEYSTONE F11 0 OPTIONAL � KEYSTONE F11 � OPTIONAL Rs� €o a 2" 2 4" GARAGE DR. OPENING 4" 3" ' 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14„ 14" 14„ 1„ 2'-1" 1 2" • FOAM/ EPS MATERIAL IS ACCEPTED `4" 1-11i " 3-4- 7„ _ CV 1 4" T-0" 4" 10" 1,4n 101, G o T CV is 00 S co N . 1 N 1" 04 1" T S n CV MMr �>ts N� iv O GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 V Z M Z z Q a Un Cz w A .O w c!1 � U m o W a)M W cr) -'Co _ owO O cli a:o U C Q rn = C$L� o Ldv d .N. N <O N Z f, z° ' -j LU y � °� I iLU ZJ�L ip ¢ o ro en2 ��� Z 04 < W N O v V O WWW.FDSENG.COM U ❑ 0 c� rn C To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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 L za wZa 0 r— 0 L J J F— LU S`� o L. Q z > fz w U I� - F U W go ON cv rl a Z A awfCk! r Z 90Zrr J In ri W z ~o a"'S .Vy z 0-rn Z _ WJ �) cn o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. F1 i� u EI fa I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER NEMA1 200 AMP I 200 amp 150 amp copper to lights & outlets copper to 20 amp cirts .2 copper to WH 3 copper to Dryer or 410 SER Alu POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying With UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or Window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET Fpc DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET VPM DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WWALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS eAh TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Qo 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 SIMI_ ELECTRIC PANEL I DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT GFI WP GFI DISC. AC PA � n n \ \ \ CAFE ` FAMILY ROOM \100I l/ \-------------------------- \ ROUGH -IN FbR \ OPT. CLG. F�N/ LIGHT PRE -WIRE � I \ I � I 1 � I \ C.M _ INII I I tr��il� I OW�R'S W ITE !i v ' ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE H.B. W.I.C. ):� /--� • . ■■'i.� � III I� PENDANT AS PER SPECS ------------ 7-0" 0 =--1 :SINK w/: DISP O DEDICATED RECEPTACLE FOR MICROWAVE RANGE e HOOD PER SPECS i H `... ROUGH -IN 1FOR C*\A OPT. CLG. IfAN/ LIGHT PREtWlt; BEDROOM 2 S. OPT H.B. I I / ENTRY WP I GFI � l�J IRRIGATION GFI @ 44" A.F.F. ------------ I I 11�i9--� N 11 I I I 'all I 11 I I I I II I I L—L_J I W. I _ I GARAGE GARAGE DOOR 11-11 LIGHT AS I GFI PER SPEC VP GFI �� 2-Ci A.@ R FARA I oQ ( O Q - ;� u_ U I >>J w I L------------ GFI @ 44" A A.F.F. / � S.D Tr )JHALL qp \ I EDROOM 4 I \ A( ROUGH -IN FOR G I ROUGH -IN FOR LIPT. CLG FAN/ IGHT PRE -WIRER E D �OO M OPT. CLG. FAN/ L \ LIGHT PRE -WIRE VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN SCALE: %4'=1'-0" C9 v ZCn Z Z Q J d Z ^V) W N 4-JW �o 0 W V) f— U W = M _ m N N cM R N U" �r Q cn rR 1a o Rio B D.� " �N_pp N ZCD �z fi z° tA 14 �� �. W us a io Z ¢ rn at Z5 to H � $� JJL Q N a ``fit W O c.) V O WWW.FDSENG.COM O 00 0 N rn cg 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 - Residentiai 8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W za UZ� z� w Z fr1..o �Z® eee-s Z c Q Q U O c U = `� 7� W W U. RO _ PS 0 i Z J t-1 L LJ W IN z l� Z Z g m 000 .-a a cn o SCALE : AS NOTED DATE : 3/16/2018 TECH: M)AMES VERSION NO. 4n0 SHEET NO. 4.0 02 4 00 CI Q 00 N O S co ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Rule Ridge Off -Ridge (No Upper Ventilators Provide U (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: 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-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. U M Z CD —o® z a t^^�'' U Cl W cn 4--J w OM �U — Ow N � �N U M mN w _ apr C',C' 1 04 N U t"00 o ¢ rn Lo C Q ci Al I BID. N N O Z PtZ aj z O LU Cg Va�o' 5. •i '• ❑ C _e fir, J IN 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 6 W Za F— bz00 P— Q 2 Z W J �LLo ^^,, 10 QZ Y �W C)d Z 3 O �W V LL F0 O J ° O 0 . > Z ^ r Z C J n LU 6i Z ¢z� Q a Y�$ l� Z ZUJ tFz m o g V) � o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4w0 SHEET NO. 5.0 c �I EI aI T- 5._2t. 6'-0" 1. 2'-9" L. 5'-2" 5'-1" 6'-( 6'4" 5'-0" T-O" TYP L H.B.+ S3 2'_6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. ■ ■ ■" '•■ ■ ■ a Q r INDICATES FILLED CELL w/ 3000 PROVIDE Y2' x 9" N a PSI CONC. GROUT FROM FT. TO I BEAM W/ #5 REBAR VERT RECESS FOR FRT. DOOR -3 1/2" SLOPE? ' rn STEPS AS (1) I ABOVE SLAB TYP @ ALL b TOP OF CONC./ PAVER TO BE 4" ( €c BELOW FIN. FLR. LO REQUIRED PER FIELD I PLACES SHOWN HOOKED FTG. I �0'-0"IF 2'-0" 4'-0" 2'-0" 6'-0" 1'-101, 5'-2" I I r` 1. CONDITIONS DOWELS 5" EMBED W/ 25" EXT.La CJ ABOVE SLAB "GRADE 40 STEEL" CJ C r .. ■■■-.PROVIDE1Y2"RECESS TYP I FOR SGD. REFER TOMASON'S I HVACCHASEI :? AHU—r rr ;0 SLOPE FOR LOLOCATION BASED ONWIDTH i ,1 (2) #5 REBAR I �31/2" I 32'-8" '` _ 4'-8$" VERTICALS w/ in FILLED CELL 5,4" 31-8" T-8„ 2'-1" -31/2" I SLOPE, 4'-0" I G ; ; OPT. D I' a c? rn S3 I CJ — — — — — CJ CJ �— - - - -rf} _ - - - - _- s —i----j ' ' :: - y 17I : ' — CJ I �- - - - - - - - �L_��.__• Zp •�{ o 1�11 •I••••••••.••• •• T I L----------� ---T.. IIICH ■' KITCHEN ISLAN it I J I I I I I ISLAND I I I : LOW WALLS a0 J j I. 1 I I' ' S3 o (2'-6'x2'-6"x1'-0" D.W.I W/ 3-#5 E.W. CJ�- - G �NTt w/ DISP i0 I S3 I I 2'-6" I N O I c? o I 23'-11" 2'-10" C, j11 (2) #5 REBAR q S3 : Li { { ° K VERTICALS w/ in j I I S3 FILLED CELL iv IT C1J CJ I I { .......... -: �.. :.......: ....... :.... . T � 1.'..'.'.'.' .: _ _ - _ - _ _ _ _ :..._ ::: _ - - _ _ - ::: ; ■ e01-011 X 0 p� j M o I � % � 13'_ T-2., j M. �i C.. CJ J CJ00 ... . :: CJ CJ I _ I 11 Cl) I I I 3-1/2" MIN 2500 PSI CONC 0'-0" ° o� i� I j 11 i I • I• • � I � SLAB OVER 6 MIL VISQUEEN I VAPOR BARRIER I : ■ PSI CONC. I : a (3000 SLAB FOR ( { M • I { 1 L-------------- jll --- — HERNANDO COUNTY ONLY) .. in --------------- — — — — — — — — .. ..............•............. 4'-8" L 4'-8•' L 5'-2" L 5'-10" FOUNDATION PLAN 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 SIN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH r1/8" SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w w N a CONTROL JOINT DETAIL SCALE: NTS .;� ; ' : ••. #5 CONT REINF. SEE .; , , .. • "• FIND. FOR QUANTITY ••• �•' • ' �• #5 X 25" X 25" CORNER ' ' ' ' BAR ONE FOR EA. ' •• ' '• ' HORIZ. REBAR, TYP. .'•...:. U.N.O. �1- • • •r•• ••• ,• **Alternate: The reinf. bars shall be �r•: ••�r•: ••�;;•; ���•:-••fir•; ••fir cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NTS C9 � Z c Z Q a QJ cn �+ w •O w N �♦') v v M m w d cNM 21.8 C121 o�oo U Q o, R 6 D. ,ul' N N U'LU Z Q��'< jo � .6- 421 N SN ON To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com C is Z g� U J L� Z 8 0® L N Q z E 0 ` O $ W Z 9120Z F 0 Z Z J Ln LiJ < Z ri W Z c` 68 o� N ko Z $ co O 0o Z g yrj UJ = z f rn ,--I a I to o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO' 4mO SHEET NO. 6.0 FV- a Do rb UPLIFT CONNECTION CROSS-REFERENCE 3/16/1e MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8-8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. ! 18 10dx1.1/2 HTT4 2715 518" ANCH. ! 20 10dxl-112 J HTT5 4350 3740 5/8" ANCH. 126 10dxl-1/2" HTT5 3225 518" ANCH. 128)10dx1.112 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS L 518" ANCH. 314" STUD BOLTS TDX6 5320 - 2 - 7/8" DIA. BOLTS M H 7 7/8" ANCH. 314" STUD BOLTS TDX10 7845 - 4 - 7/8" DIA. BOLTS N I LUS26 116 /1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** - 8- 10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 31/2" 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 14-1Od x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" 1 MTW20 1 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8 -1 d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-1 d 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" CC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (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. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS gRR�ER 1 OR CONT LEDGER) -(A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLANT SCALE: 14 "=1'-0" C9 Z Z Q a U) Z V) U' 4- J LN (1)(10_ •u _ 0 ( c i� N U LLIi��pp mo cc-, _/)00 'O 04 o o C) cc Q Co LO � B Dta " C�A-.Lj .o N N It ,� Zz G' z �. Q coLLLU V y Z 13 0 1 11 x LL J J < O F E S%O "Mal" tit To the best of the Engineer's lohowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residental 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W Z Q I• — a z L) N Cr Z jR Q V- 4 Ccr- 0 V j ` o 0�S V � r,4ui 1� � Q Z J .^-1 Ln Wz CW � Qp `tz r FQ MF Z W j z W O 0o ,-a g a = In 4 w ui s SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 7.0 EERZEENE iAu.d,-A A �d1.L'1 .'-s.-�ll��-.__ _ a_ -'„'" 'IYN.uaYswrwu• Lu, Iy�"W ��.".�u�,Waw. e,.YA1MAYu�.r .uuA�W4,1 W.lY - - -.1_.e . �.. 1'.6YYY W.ki�Ylly: - ajhLl4_�._ u..fre__.b_=�-.+�: J,. :1-ll„ les i - �- WL:. ll1J.L41. .. _: _ w .= a . .. .. �.. ,. r � _. � A _. , �._:._ .:, _ _ _ _ _ 11,J _- _ _ -- - _ _ i _ =,.Ll'L� - W�YIII��IM. -. 1. - w v x LO S r 0 olo d 00 13 E N M W O"0 8F8-1 B/1 T GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and AC1530 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 vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �1 .0 Safe vertical load Safe horizontal load - I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F8-0B/1T 8RF6-0B/1T O ,. O O ,. O .ta'. O O O O 8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 8F16-1811T 8F20-0B/1 T 8 8F44 1B/1T8F40 1B/1T 8RF400811T 8F321B/1T FORM do GROUT SOLID (V QQ C) ems- U I ' J 0 #5 BAR CONT. 8F12-1B/1T "V" LINTEL DETAIL SCALE - N.T.S. M C _ C ■ ■ ■ ■ = C p_ C E E . . . . . . . . . . . . . . . . F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T r tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTi cprecas Trntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 7 O x Z 9 #SREBAR AT TOP IN. (1) REALTERNATE POWERS MQ'D ° 0-117 a CLEAR STEEL LINTEL A ° ° e °-.0-C.M.U. #5 REBAR AT TOP A ° A MIN. (1) RECI'D ° d 1.1/2" CLEAR ° ° as ° GROUT D - ° J Q a uty¢ A 5 REBAR AT 1 j ° BOTTOM OF IwoF)W a w - d o LINTEL CAVITY u- �tYiF.XW OTTOM 0 M 0 . l/�� REINFORCING o < c7 7-5/8"ACTUAL PROVIDED IN o w of 3 #5 REBAR 'NOMINAL WIDTH LINTEL W rn ¢ W Q Q INDICA (VARIES) ° ° LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plarddetails for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementiduos coating. See contractor specifications O 5'-10" LL O � 4'-6" LL 4'-6" LL O 6'-6" LL (�) MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN SCALE: %4'=1'-0" U Z o Z Z Q J d U) Z V) (9 Xwo "V - 0 w to c U m o ® cN•� C r0 Ooo _ C) Go Q rn u.) v o d • N aD Aril N ;2 d Z6 Z vg:p `��' colJi LU W _ LL Z a <�rn Z O PC Q A4O.'a j UM c ..p. U* WWW. OM a ` j h� 04 (� 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. 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 2001 Tampa, FL 33607 www.LennarTampa.com W �aa a WQga�M0 U Z O 0 J;i Rgg- §9!a!S � Z R Z ^�3 0 v = 0*1 L.L W �W O RO Z_ 509 J 3 W ce Q,A` Z J J Ln T-I aj Lu Q Z $~� N Z t 6$ �z W 0 � 0- U) o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO' 4s0 SHEET NO. 8.0 S M ra 1 02 02 0 O k NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION 'LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD HAVE BEEN CREATED TO REPLACE C A-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 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 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 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/fMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1 3.3. AL R AN TRUSS P DRAWINGS ARE TO BE SIGNED AND SEALED BY A L ROOF D FLOOR USS SHOP D GS FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th 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 LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 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. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-1-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 WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2. 4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/_ INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II MID -DEPTH OF SLAB. F BERIN. M MESH PERRCEMENT DESIGN MIIXFMAY EOUSED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE' 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16 STRUCTURAL 1 U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSEI BOARD IS TO BE USED IN LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER ISTo "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF DERECSHOPDRAWINGSTOTHEENGINEER T THE'D. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ „ 1 �� �, 1 FASTENING SHOULD BE TYPE W 1Y DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH TRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy ITH G90 NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. -87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO LFASTENERSANDTIE 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO'J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700(PARALLEL) 4.7. STEEL: Fv= 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 A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 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. FBGR R318.1- "A permanent s n which identifies the termite treatment provider and need for re4nspection 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. Irri tion/sprinMer stems includinngg all risers and spray heads shall not be installed wRhin V-0" of the building side wall. 4. FBA-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, 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 rainf li occurs before vapor retarder placement, retreatment Is require 9. FBC-R R318.1.5 - ncrete oKerpo and mortar along the foundation perimeter must be removed before exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier,must be installed after construction Is complete, Including landscaping and irrigation. Any so! 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 i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. C9 � Z o Z Z Q a U) Z cn c� i--i w •V - 0 W �NCn U Lij mE M s M� IciU o Lv Q rn O 1::.- W) v A' g D N*C eB,D C N N ° Z W zLU Va Q. Z U1 CD LL Z v � a W r ��' e1 AN rti �r -jr 0 w z Q " CO QRQFESS\Q�� �P��'ri�ltlftlttl4l'��� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 9 W za W{r�� a uzV) c �LU 1� 8 > R LU z Z <3 0 LU U U) doh ' W a Z W Lli W z J r-1 W Q � Z $g N co V" oo Z :5 = � g LU rn T-4 d o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. SN J Of ROOF DIAPHRAGM NAILING SCHEDULE R111r;F I INIF + 4f + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0n } + + C�-O" O + + + 4 + + + + + + + + + + + + + +4 + + + + + + } + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + ++ }}+ ++++++++ + 15/32" CDX PLYWOOD OR 7116" OSB \—RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (LIN 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE 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/el 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 FILL CELL STD. 90° HOOK BOND BEAM SIMPSON MGT w/ (22)10d w NAILS TYP. GIRDER TRUSS j STD. 90° CONT. #5 AR HOOK BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v 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 SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID 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 gap 2" min. 2" m ax. � 4 max. Clinch na when possible Q 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 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PI 4) Place joists together and nail from each side with 2 rows of 10d nails ywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1rmlh SQUASH BLOCKS AT INTERIOR BEARING _ Ex Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls � require additional wall or beam below.* g consideration. Check N n local building code for appropriate details in One 10d box '- areas=20 of high or-20 sinker o lateral load. nail each side 11 10 -0 at bearing. 00 TANK -LESS W/H rr CORNER OF ` HOME GARAGE SIDE a S N � �V a 00 EIx m� H C G 00 0 5'-0" O STUB OUT FOR C GAS METER 0 1-0 0 0LO • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 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) —J Bearing wall, Versa -Lam LVL or Glulam Beam DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1 /8" gap M / 1't i Boise Joist Blocking I ka.1" flnrll nails at R" n r �/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. "" MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p It (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 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.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— • ■ • ■7-775�0 6�� A i 2" ROUND HOLE MAY 6,� 6„ 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 12- 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" V-2" V-3" 1'-0" V-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" V-1" 1'-2" V-2" 1'-3" 1' 9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'�4" Span (ft) 16 V-0" V-1 " V-2" V-2" V-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" W-11" 24 V-0" V-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'40" 7'-2" 8'-4" 9'-0" 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. 7.1V' 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 BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BCI6000s® 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/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 5/8"9 THRU BOLT I.0 SIMPSC w/ (22) NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jt: A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR •• d . • ; . FOUNDATION INFO ' • 4 STEM FOUNDATION �✓ \ - 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. GRADE . a r— REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR 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 PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE &REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION q 4 d e A. 1 \4 • ae • / SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE TV, 14 If 1- 4a. 4 4a L' A a d .Q V 4 A e 4 e SEE FND. PLN. SIZE & REINF. C. z Z aki U, z V) 0 0 cn W •� W 0 �V) V mo W ■. ~ N M C 9 � _ U os8 LL00 � a -a o v d Al I B D. 7 N N N Z W D z ti z B QN LL r FT•i O W— A LL a a 4D N 1 m � � WL Z N Q LUe�0,,%,,xfA o •E'•. v OTACN 6✓ zz Cr���� NUA W �'• F 1 O R O F E S S� \` r�teltfttt4ttt`o To the best of the Engineer's imowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenaal eth Edrdon. Engineers signature and seal is only for One structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W za a. �zOO W. 08`,` W J W O V O UJ UJ V `J ~ U g�a 1 S o 52 506 U) is LU Q!pLu Z N SSS J In LU o Q Z� I— N 4* LD Z Z S m 0 06 g = �Lu ,--t a cn 8 SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. SN 1 3 aci v HE S N o^lo i z a d 2 8 J CNCQQ i a 00 N s� E `v c LZ 0 0 0 i a 22 N M i i 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING HIGH STRENGTH 1TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (U.N.O.) (OR 5/" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END (U.N.O.) %" GYP. TYPE "X" @ (2) 16d TOE NAILS @EACH END (( U.N.O.) (O(O GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) ASHEATHING 1/2" CDX PLYWOOD OR 7/16" O.S.B. — _j @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". FINDICATED REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL�HGT. < V-6". (2) ROWS 2x BLOCKING ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,c SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" `_," 6 x 6 W1.4 x - 2"°x3/16" PLATE WASHER (TYP.) UNDERtAYMENT FOR ROOF CHAIRS P. ) WWF OR FIBERMESH ER `' ELEV. 0'-0"OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE PITCH > 4:12 ° A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR �� x 6 W1.4 x W1.4 @ 24" O.C.) 2 . 2° /6x6W14xW1.4 > " (2) LAYERS TYPE I OR TYPE II e ° ° WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERL AYMENT r . .. o a �� z ' ° ELEV. 4-3 1/2" 31/2 MIN. " �� 31/2 MIN. I FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. REQUIREMENTS SEE R905. o - - ° ° ° ° a ° ° ° ° ° ° ° ° 4 d ° ° pE4 ° A.F.F. p 16 2x4 CONT. ° ° PRE ENGINEERED WOOD ° ° ° ° ° ° ° 1/2 4 " " ° ' 1/2 �� 4-b TRUSS @ 24" O.C. U.N.O. 12 _ _ _ _ ° ° a _ ° ° ° ° o g ° ° ° N ° I i° ° _ t• ° - -rr (min.)- ° �' - - n ° _ (mina a �' HURRICANE ANCHOR @EACH -MR ° a GARAGE DEPTH VARIES ° 31/2"(min. - 4" 31/2"(min.) - 4" (TYP.) TRUSS (SEE UPLIFT SCHED.) W/ VARIES 8 - " ° ° ° METAL PL. UNDER EA. TRUSS ° ° ° 9 ° - MOISTURE BARRIER TYPICAL INTERIOR BEARING 0 G (2) #5 CONT. 4„ '� 1,�m T>T 8,r (2) #5 CONT. 4' m r��� 8" INSU ION LE SHINGLE ROOF U.N.O. MIN. U.N.O. IN. 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc_"� TYPICAL BEARING WALL @ STEPrcc NAILING SCHEDULE ON SHT. „= ,- „ SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 "= V_ " SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. " ALUMINUM DRIP Gold STRENGTH CEILING EDGE J".vi BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING " ,Sc Qcs ��E W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C LL `SEE 2x S.P.F. STUDS @ i6" O.C. BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD. V5 SOFFIT SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. °� \NNJ �° (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS 1 @ 6" 0/C � � °off FOR WALL HGT. _< 8'-s". (2) 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS UTATION PER CHART ON FLOOR PLAN NOTE: ROWS 2x BLOCKING 3rd PTS @ SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" x BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. PLATE WASHER K.O. BLOCK LS �XO)P OdT. PtATE STD. 90-HOOK (SEE DETAIL) IF NO UP LIFT ON @ 24" O.C. VERT. OR ( 5/8" x 6" EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB WI SPACE ANCHOR E *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = w/ (10)10d NAILS �, 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL NP• r- ASSUMED FINISHED c PER MANUF. #3 OR #4 REINFORCING BAR w • > ° FINISH 1x2 PT WD FURRING @ 24" O.C. ' ` GRADE n n ° • z r , #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a tr ° q 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° Z - = FINISH GRADE o P 25" MIN. LAP [30" MIN. LAP] (GRADE 60 MIN. Fy= 60ksi] � a r CELLS (SEE U.N.O. FOOTING MONO SHOWN o � . . = W w ° FOUNDATION PLAN FOR CLARITY o D _ _ _ °p 6 MIL VAPOR BARRIER o ° °O °. r R 17/8° �' FOR LOCATIONS) ° ° ° I-1 I I-1 I I-1 I I-1 I I-1-� � N z #5 REINFORCING BAR - - 1x4 P.T. BASE NAILER � ° III=III—III=III—III=III- z D � - - � #5 LAP SPLICE - (2) #5 CONT. t 4"x4" INSPECTION D ° NOTE: ° p I> I=1 1=1 1=1 11=11 1=111=11 2 ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL 8 111-1 I I-1 I I—III—III=111= T I=1 I I=1 I=III=1 COMP. SOIL. (COMPACTED TO ° 36" MIN. LAP [36" MIN. LAP] (TYP.) 8" 1'-4" 8" FILLED CELL TYPICAL =1 ,, W/UPLIFT ONLY - __ - __ o - - - 95 /o MODIFIED PROCTOR ASTM - .�, 10" MIN. 2500 PSI CONC. SLAB t,, AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn _ _ _ _ _ _ _ _ _ _ _ III=III=1=1 11=III=111=III=1 I=1 I=1 I I=1 I I=1 I I=1 I I=11=III=1 I i =111-III=1 I I=1 I=1 I=1 =111=III=III=III=111=III=III=1 I I=' D1557) — 411 114" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -I=1 I -I I_=1 I 1 1 I i'— #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE II II CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR ` DECO FINISH 4" to 6" FIBERMESH BELOW GRADESCALE: SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/47-9' S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" ��3���3�= N.T.S. _ _ " SCALE: 3/4 -1 0 �S3� SLAB INFORMATION. SLAB INFORMATION. Z_ 6x6W1.4xW1.4 SEE PLAN RIES 11/2"RECESS FOR 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH_ 6 MIL VAPOR > Z T f 'r min. 4 " 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M BARRIER D 1 c N a A a = v GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° ' + COMP. SOIL. • .- _ a °O ' TOP OF BEAM & LAYOUT DESIGN : < •. (COMPACTED TO 95% _ _ a (1) #5 REBAR w/OPT. SEE ROOF PLAN = A a: d ° - a MODIFIED PROCTOR S E IFNCLOSURE (2) HTS20 FOR STRUCTURAL oo E r-- v ASTM D1557 - BEAM SIZE & % a, a 3" MIN. CLR. (2) #5 REBAR CONT. 4 CONNECTION INFO � - ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) ATE2x4 W P.T.TYPICAL #2 SYP P.T. FRAMING w/ WALL SECTION TYPICAL THICKENED SLAB EDGE rL 711s' MIN 7/16 O.S.B. SHEATHING " z ATTACHED PER NAILING SEE A/S3/J/S6 " 8AO.B.B. FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 w FE SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. 00LJ"1NLO0AT1ON Q w 6x6 P.T. #2 SYP P.T. 2x > � SLAB INFORMATION. " i 2 FROM SLAB 0 -0 1, CONT. BEAD SEALANT LU ABUss SLAB STEP & RECESS S.G.D.("M OPT: DEPRESS SLAB 5Y2" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • INTERIOR 2X STUDS @ 24' O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS /DRIVEWAY EXPANSION JOINT � ° ° 31/2rr SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14' O.H.D. RECESS 13" O.H.D. RECESS E ° GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS r ' CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c Cn _ EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. E s TO FOUNDATION PADS ' " '• ' '' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) ' '' '' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT a w/ MIN. (2) #5 VERTICALS ?GRADE4 ° • oQ ,. �.� oQ TENSION 120#) CONCRETE SLAB E ;� M FILLED SOLID (SEE PLAN FOR ° d ' . 4" 6 x 6 W1.4 x W1.4 is SIZE AND REINFORCEMENT) pLU ;III=III ° °0 I=III=I 1=III=1' '.: •< :, ' '.:. •, ::'� = c WWF OR FIBERMESH '- "' Z w I-11= — —1 I -I I w III -III I I 1=1-1 1- ' _ ° BRICK PAVERS or SLAB PER p w w Z Cn • ° a z p 0 _I 11=I ! • : ' SEE A/S3 OR J/S6 - FOR REINF. INFO. 3" MIN. CLEARANCE : SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE N-III- I I- - _ a M 6 MIL VAPOR = i'- - �; - = rl I=1 I=1 I L— — BARRIER — � u. �� �—III—III-I I I=1 11=1 11=1 11=1 I r =1 =1 I —I (= I I=1 I I=III- 0'-0" FIN. FLR. COMMUNITY SPECS ° =- _-_ rn - _ 11=1 =1 I I=1 I I=1 I I=1 I I I 111=1 I I -III I I I=III=1 I I=1 I I —I I III=I 11=1 I I — FOOTING � 11-III=III= = I I —1 I III- 7 BEYOND 1' " (1 STOW) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) I I L . .' PAD REINFORCEMENT -� 1=1 I 1=i Jill 3" MIN. CLEARANCE 1 8 (2 STOR) " 1-8 (2 ST RY) " 4" 4" ,, : v'y •. !e. BSEEFOCONC. (SEE SCHEDULE) FOOTING WIDTH AD NEON SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:3r4•= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. C9 r z_o z� z a V) 0 (1) v, 4--+ u.r (13 o — 0 w Q)V t/) U w mo cNi � 0u_co U c I ¢ rn Lo d 1 B D. =� N_ a z • J ICA u- I.-F2 171 QN y!� ° m 10W y 9ls LLz �d UsOC Nam a ��� � o ve/ e\E�e��tleti@i11�► - � h O . 66, dQ . • 2 e ROFESS\ O�S 1`�t ��"�ratrt!lttttt'E�`' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residerdial 8th 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 f� U) J a U g W �W J a0 >� r Z Z 06 0 I U_ � O Wp�� *k N r-I L Luj a Z Jr-4 .--I In .. W z Q z N m z 0 06 T.-I g a = (n I f s SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO' 4s0 SHEET NO. S3 (MONO) 12 �_(TYP) SEE ELEV. (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE //—SEE SEE PLAN FOR HEADER PLAN FOR SIZE CONNECTION 2x DEAD WOOD @MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE —, I 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER am PER PLAN VARIES 2x BOTTOM PLATE W/(1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .'+ . ' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW i o, 1/2" EXTERIOR GRADE SHEATHING rI- FASTENED TO TRUSSES WITH 8d COMMON z WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD C SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD g 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. DO AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ a STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (NP•) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE ( .) W/ DRYWALL SCREWS 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 MIN. EXTENSION FROM LAYERS 3/8" THICK EACH. 3RD LAYER EXTERIOR FACE OF BLOCK SOLID AREAS ARE ❑ SOLID AREAS ARE 1/8" THICK. WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d WALL ❑ ❑ NAILS AT EACH STUD TO DRAIN DCL DOOR OPENING DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING ❑ FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT rA WALL ❑ ❑ ❑ O/C FIELD SCALE: N.T.S. 14 ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS = __ MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dxl 1/2" REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD L MAIN SPAN ROOF TRUSS TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 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 VERTICAL JAM E KNOCK-OUT (1) #5 ( / DIA. x 8 J-BOLT AT A - VA , Al -VA" , 71 , BLOCK AND 96-3/8 AB VE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS 2,000 PSI MIN. SCALE: N.T.S. S4 FOR CONCRETE PLACEMENT L CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP 3" DIA LINTEL OPE GREATER . , .. PLAN) OPENING FILLED CELL W1 (1) #5 VERTICAL IIII ■IMlII l��_■ ■L�I�� III ��IIII IIII� RUSS BOTTOM CHORD OR 2x4 rBLOCKINGW/ 2-16d TOE NAILS EACH END TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ° WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR ° THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) a DOOR STOP PSPN516Z w/ (12)16d NAILS U ° ° ° ° MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 0 * • • HTT4 w/ (18) l Od NAILS (3610# SPF) `r a GARAGE SPLICE NAILS TOTAL) I.A. SIDE OF ° • HTT5 wl (26) 1Od NAILS (4670# SPF) 2x TOP PLATE v 4,9, SPLICE STAGGERED • • • DTT2Z wl (8)1/4" x 1 1/2" SDS (1835# SPF) 2-16d NAILS @ 24" O.C. OR DOOR tij� ° o ° • HDU2-SDS2.5 wl (6)1/4" x 21/2"SDS (2215# SPF) ° EQUAL TO TRUSS BOTTOM ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) CHORD OR BLOCKING 2 x 6 P.T. �M1 �� ( ) • HDU5-SDS2.5 w/ (14)1/4 x 21/2 SDS 4065# SPF N,J _ • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) 2x STUD @ 24" G' Q :. 10d @ 8" O/C . HDU11-SDS2,5 w/ (30)1/4" x 21/2" SDS (6865# SPF) O.C. MAX. sT �NC1c PROVIDE P.A.F. NAILS OR • 5/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" 2x P.T. PLATE EQUAL @ 12" O.C. A EMBEDMENT w/ WASHER & NUT STAGGERED FROM BOT. ATTACH ALL C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK EXTERIOR STUDS W/ (4) 16d TOENAILS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & REINF. INFO. W/MOUNTING ANGLE TO 70P PLATE NUT ° • FOR HDU8 USE 7/8" DIA x 12" EPDXIED A T R NOTES: ° ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: ' ' FILL LINTEL AND ALL CELLS ABOVE LINTEL. f FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER &NUT OVER STUD • FOR HDU11 USE 1" DIA, x 12" EPDXIED A.T.R. � NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION TYPICAL INTERIOR NON - AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w! WASHER &NUT _ _ = PORT -__@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK KK TOP PLATE SPLICE DETAIL rM H17 HDU TENSION TIE rN VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS BLOCKING (TYP.) PROPERLY. S4 OOF TRUSS 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS UPLIFT CONNECTOR (SEE SCHEDULE) @ OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON MOISTURE BARRIER FLOOR PLAN. SCALE: N.T.S. 0 .0 o MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL oK/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE a3 GARAGE FLOOR SLAB EE TROWEL FINISH SEE 112 GENERALNOTES P6 SLOPE FORWARD-,, FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS SCALE: N.T.S. E3 D LINTEL ASSEMBLY G 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' 1 (2) (3) (2) 1 (2) (1) LSTA30 9' -16' 1 (3) (4) (2) 1 (4) (2) LSTA30 FF SP4 SP2 I SIMPSON SP4 3P2 FF SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING 2X STUDS @ 24" O.C. /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER BOTTOM PLATE TRANSOM FRAMING TRANSOM FRAMING STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES 4° FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION 2X P•T• PLATE SEE SECTION AA/S1 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE'* HOLD DOWN CONNECTIONS AND BB/S1 FOR ADDITIONAL DETAILS is ENTRY 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SIMPSON SCRAP MATERIAL WITHOUT UPLIFT SP1 K.O. BLOCK W/(1) IX 10 _jSEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & T 9 T REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED o SF ��NOO� LINTEL 5/8"X10" J-BOLTS 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR ° ° ° 2X8 P.T. BOTTOM P TE MASONRY WALL C FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 1 SP4 SP2 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: SP4 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 1od NAILS @ 4" INPOSITIOMOUNTING BASE SHOWN N FOR 2x8 WALL ) 12d TOENAILS STAGGERED A 10d NAILS @ 6" O.C. STAGGERED GARAGE ENTRY FORM DETAIL BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SELL PLATE W/ (2) TRANSOM FRAMING o N N o 2x6 MOUNTING BASE SCALE: N.T.S. O/C Np 12d TOENAILS BEYOND. NAILED INTO 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES CRIPPLE STUD (2) 2x SILL PLATE wl SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES C E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8" O/C FIELD S4 CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL B GARAGE FLOOR •, _ TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS o SIMPSON SP4 w/ (6) 10d x 1 12" GARAGE DOOR SIMPSON - (USE SP6 FOR 2x6 USE PLYWOOD O O OA�c OR SIMPSON HTT4 TYP. U.N.O. SEE N/S4 SP1 SIMPSON SP8 FOR 2x8 WALLWALL, ) SHEATHING NON(; ** HOLD DOWN RECESS SIMPSON 3P4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL �" SP4 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW CONNECTIONS LINTEL MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. ° a . NOT REQUIRED @ PLATE) e P.T. BOT. PLATE BEARING WALLS NOT ° ° a ALTERNATE: POURED CONCRETE BASE FOR BOTTOM I MOUNTING B E WITHOUT UPLIFT 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM rp_,� FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. SHED FORWARD THIS DRAWING. WALL HEADER DETAIL D Q FRAMING DETAILS ABOVE ENTRY R PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) �,S4 U v zg z�z J z U' ClV) � w � o •0 W �M `V U W M mo e) M E 8 ❑ 0) M _ o43N ¢ cm �Qo N �O .-+ N ONO Z W4-2 z U) W in W V a' Z O d m m 00 H clIUL W a `a '' a A O • G y '•. • 2 5 . , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings amply with the 2017 Florida Building Code - Residential Bth 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 Uo za Ulox- go Zwg tzz J 8EN 0 O _j Q 06 196 o' Uj U o N E Z Ln t� � J -4 Ll.l18 Q Z ~8 ��Z N Z t 0 V 0 00 QZ ..] 2 f rn ,--I a Ln I o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 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 TOENAIL W/ (2)16d NAILS SIMPSON H1 OA w/ (18) () Od x NAILING SCHEDULE FOR 2"x4" 10d x 1 12" R EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H1OA w/ 18 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 10d 1 12" AT EA @ 24" O.C.7 TOP CHORD BLOCKING FOR FIRST FOUR NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL TOP CORD BLOCKING ROWS OF a5° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A wl (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX, 8" FROM OUTLOOKER EDGES OF • OF SHEATHING TYPICAL 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) 10d AT LEAST 90% OF WEB MAX. & (2)EN TOE NAILS @ @ 8'-0' O/C. 2x4 CROSS BRACE WEB LENGTH & NOTCH AT • LENGTH (SEE TABLE) EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • • SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 1 Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2"CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 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 " f" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT 48" O.C. @ WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER 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)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB 2 WEB, USE MSTAM36 w/ (7) -SECTION 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5j TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24° TOP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOELENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. ENDGABLE TRUSS SECTION FOR SIZE &SPACING)2x4 PANEL BLOCKING1/2"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE7/16" M;-NA OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED w/ 1 Od NAILS W/ 10d NAILS @ 6"O.C. EDGES TRUSSES FROM EA.@ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP &O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS2x4 "T" ON TOP OF PANEL If BLOCKING, FASTEN WITH M 2x4'T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J () 1 Od x 1 12" AT EA. 2X4 OUTLOOKER ON SHEET S5 FOR \ r SEE STRUCTURAL OUTLOOKER @ 24" O/C X-BRACING, AND TOP NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION to `° to SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ WOOD TRUSSES 11 1 2"x4" CROSS BRACE 24" MAX. EDGES OF go to 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 TRUSS SPANS GABLE TRUSS ATTACHED W/ 2 -16d 2X4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W! (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " " @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0148", L = 3") OR EQUAL (D = 0207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. .. 0/C w/ (2) 16d END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4'T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY ) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. N L 45° MINIMUM 2x CROSS BRACING Q (SEE PLAN FOR °i LOCATIONS) (2)16d PER JOINT o� 0 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 N CROSS BRACING DETAIL 12 01 6.9 MAX. 0 col I SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1 Odx3" O/C @J 2"x4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS �s "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 jI• \ II a a II..• II II. 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. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP 'MINIMUM (2)16d PER JOINT `- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL CM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"0/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 w a. BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU HKMASONRY WALL 2x4 BLOCKING 2x4 7 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/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —i SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X^ BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO14 CHORD BRACING 2X4 MIN. II - ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS 1--CONT. BEARING 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. yGo 0 0 fl 90� CORNERJACK X Q w z Cr 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 /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od 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 0 V zo z�® J u, z 0 � w � o •0 w � c U LU m o as ~ _ (J O N 5� ¢ CM Ln 5; Q o D• "� Tl N N ffww � V�1 N W N 2 ywa�Z -P U) �Z// �' W V a'�o� / 3 W X\ttttlllilf# • -Q} � LU "� �, ••• E �O •' f�Ii 0 ••�•.••...••.•�`� OFEW it ItttttoN 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 Bth 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 1vs�a{ W E Z< Wa o�oZ U gh �W 1 T J U Eta �� '^ vJZ i Z aC c Q a ) -a F,_, LU p UU = u z Z �o } �96 MR I= U Q J N rz d�ui� Z J .. 10t r—I 6i t0 'I- Z Z -8 Is m O 06 Z g = LU ,--I 0- cn o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. S5 CD g r- N i a v 0o N t�0 M 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR HT. SDN. DETAILS MAX 8„ PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR P, ) GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING #5 REBAR ` ''°� AND NAYILED W/ d COMMON 6" O.C. EDGES AND 12" O.C. FIELD W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) ` ' BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRYTHROUGH �� 1-1/2 DETAIL MASONRYTHROUGH 311 DETAIL STD.90^ ` D.90 HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1 x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" „ O.C. & 4 FROM 1X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL L NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR BOTTOM OF BAND D TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12 O.C. 1 X 4 — FURRING „ 2X8 P.T. WITH 3/16 0 X 3 +2n NOTC @FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. �° LONG TAPCONS w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ' ` INTO BAND JOIST & (4)1/4"x2 3!4" K.O. 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL 15^ NOTCH WEB AT THE FIRST 2 COURSES `, TITEN INTO BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL list COURSES EMBEDMENT INTO BLK.) 1/4" MAX •��. SOLID W/GROUT R 2' rin —l! 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. pn U 1 PLY PRE-ENGINEERED TRUSS 1/4" x 31/4" 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 IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION :. r 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 CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREAN 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH (BRACENBLKG INTO 2 x 8AT FACE OF ARCH W/ (3)10d NAILS EA. END RETROFIT TRUSS DETAIL . .. OVERHAN , .. ° CONNECT W/ 8d NAILS N.T.S.INSTALL •- • x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. WDW. SCREW ANCHO\-2( ) PROVIDE TAPCON WITHIN °. ° INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y? WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x OV (2)10d NAILS @ 8" O.C. EA ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + KENO ry PLYWOOD SHEATHING 1- �- �� 1 0„ 5 0 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 „ EMBEDMENT INTO .) MAX PER NAILING SCHEDULE ALL TO SUPPORT ° ' '. �: ; #5 BAR BLOCK HEADER �1/4 * SOLID BLKG. AT TOP BTWN. ARCH Z-O„ 8„ 1 SIMPSON (5) 2d NAILS TRUSS + + SOFFIT , ti . ,. . � • . , p p 10 A.` ° • CENTERED W/ 1 X 4 FURRING BLKG. & BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 2X4 SYP .. °► IN TOP o ► ° ' , 8d NAILS EACH TRUSS s . ' KNOCKOUT / z� a ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d .� NAILS AT EA. END PROVIDE 2x CONNECTOR � — � � � . MONO FOOTING = PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) e.. . , ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK - WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS � � LEAVE A CUT OUT IN O.S.B. ON T S MIN. OF START OF TRUSS COMPANY OR 2x4 -i e . 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. bENTER SO IT CLEAN FILL DIRT TO BE INSTALLED BUILT UP PLWD. BUCK - 11 4 M E LAN PRECAST LINTEL °. ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90* HOOK N I TO FIT ARCH CONNECT W/ 8d NAILS START OF ARC IF TRUSSES USED W/ 2 #6 X 4%s" WOOD ) () FOR OVER HANG FILLED CELL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") INSTALL WDW, SCREW —""' CREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" r "f , , f , , , � ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. �" ,• �" ,' , ," PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L 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" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. 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 DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W,M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PERANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a Z 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F F EPDXY MIN. 6" EMBEDMENT & a FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE p v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °. i LU a A REINFORCING AS FOLLOWS: . - T Q V5 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT c e r p LL g * PRESS PANEL REINFORCING INTO PLACE. #5x6' EMBEDDED INTO U z * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL MIN. LAP SPLICE W/ REINFORCING PANEL e > -2 , EXISTING FOOTING 2 #5x6' IN CONC. ¢ ( ) SMOOTH. DO NO FURROW. N FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ` DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH, 6" IN. LAP GRADE G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE C4 REMAIN FREE OF MORTAR. NOTE: " z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. g n 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 " MIN. COVER EAWAY 16. A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. C9 � zg z� z J d to C9 w (Dra p •U w O =) m �- E �Ul ( U W mCn M C f h ITU �p U � O O 8 LLSO ¢rn CD v,Sv rn¢ d B D. 3:6T� N �D �z r z° cc LL � . �; a LU LU Z O CO �$ x o LLZ � mbar;„ ca m LI,1 a N ¢ o ,lo,,1,E,iiiitE EfF+U o N�����` 01[ fl0FESS\0�`1�R'\ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Floride 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. LEN NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W� Z< zoo UQ Z V 2 Z W f OWo rL V L Z Z E]C < �3 Q� O C/) p .. C4 rl LU M g o� Q�� $P Z Z J In LV Q Z Z N Z Z 8 0 0 00 :5 Uj _ < f rn ­1 a V, I S SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. �� "DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.)r1 SCALE: NTS SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES BLOCKING Al SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT rk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS G.T. ADD 2X4 ALONGSIDE • • TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK MAX 24" SPAN (EITHER USSES SIDE OR BOTH IF REQ'D) 00 (2) 12D NAILS AT 12" O.C. MAX X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP wl O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE. 1/2 - 1-0 EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE. 1/2 =1-0 TRUSS NOTES • TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.MAY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER M IL BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/ (12) 10d NAILS SEE PLAN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE MIN. (4) WHEN IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) SIMPSON HUC410 w/ (14) CENTERED AT 16d INTO HEADER & (6) FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ A BEAMS TOGETHER ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS I INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE SEE FLOOR PLAN CONNECTION INFO 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER LARGE AREA SO AS TO AVOID COLLAR TIE 'k FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT A OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd &ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN EACH STUD - TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" "k " INDICATEDONBM OPTION A OPTION B CONNECTION INFO OPTION C w/ (3)10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SCHEDULE/PLAN SEE 2ND FLOOR WALL SECTION SCREW EACH 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREWEACH FOR ADDITIONAL INFORMATION NAILS EACH TRUSS INTERSECTION. TRUSS OR SIMPSON CB H2.5A 8d NAILS COMMON B M TO POST ATTACHMENTrA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4"=V-0" 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A A 2X4 BLOCKING SEE PLAN FOR 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS F SHEATHING AT TRUSS TOP TOP OF 13 E_AW_ liqJ z MAX &EACH END ALTERNATE CHORD ATOALL HAND FRAMED AREAS TYP. DIRECTION TYP. A Isom* • • c v DIAGONAL 2x8 #2 SPF RIDGE BEAM • AT 8'-0" WOOD SIMPSO LUS26 w/ (8)10d NAILS 8 MAX TRUSS k 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & ND CALF 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR N � 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. TYP. U.N.O. 1/2" X 41/2" LAG SCREWS ATTACH LOCATION AND DIRECTION (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) BEARINOR G SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL a ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO SCALE: NTS 3 SCALE:NTS COMMON BM. ATTACHMENT 18 WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT o SCALE: NTS gk VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON NAILING SCHEDULE 2x4 #2 SPF BRACING @ OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 0 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS C TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS a co STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES o PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOFMALL 2 12d NAILS TO EACH VERTICAL ( ) SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS STUD) SHEATHING ATTACHED o VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x ` (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING = WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. % OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ x ILS TRUSS/ FRAMING TYP TOP & BOTTOM -�- SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO)F FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO 4. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR OIL SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS y I ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ E MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN �' (24) 10d 1 1/2" NAILS 4'-0" O.C. x °� i W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR .. TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) °° S H EAR T RAN S F E R INFO. SECTION @ FLOOR FOR CONNECTION 16d NAILS AT EACH END N CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: NTS SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS U zC, z� Z J a u, z t/) 0 'I--+ W �_ p Z — 0 w T, U W 8 in M C _ U 00 0 U_m !ti y ¢ t� O FL B D.Al � Al .Mj N \O Z 0 I no UN) _j f• LL1 � w LL WLU C1 ° LUV< _ o r P! LL Z (n � � a c a NamOR IW ���ttttlu hirrr� �ns / ' E '•. �— Q-: � r�ro •'10 1 _V do 0. W z = U 5 0 ; `°R O F E S SRO N To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beefing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o w za 4y a V 2 U �z J N U) �L® L- > Z _0 ; o Z R aV W f U) W T� U) ¢ 0 95 o J _ V • W M W 8 Z� �--1 Z J rl LU Z l0 ZZ o ° 1 00 g LU T rh W o SCALE : AS NOTED DATE : 3/16/2018 TECH: M]AMES VERSION NO. 4wO SHEET NO. D1 C a a N CO ^' ^ "I WEATHER JE BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS' 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -� DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING E AM WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-l" 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"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER E6 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 IHERED FLASHING 0 o� ne� 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 RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING -7 SELF -ADHERED FLASHING rel a �o 01M 00 SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ • DECK JOIST , OUTSIDE CORNER FOUNDATION WEEP SCREED I • SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) IO O 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 31/2" 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 comer 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance With ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED Ow"a OR NOT USED ■ NOT USED ATA e ■ SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 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 corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all C9 Z Z $) z Q a U) t,/) 0 N Cn 4--1LU o "O LU Lh � U W M m� l�M so _ U N :§ L,� Q rn C1 �o E D. H` .o N N UHL J q IW g � � W � �&Z; Z �. y o i5 ail LL Z H NAB Q a T Q c iW O C, U FO WWW.FDSENG.COM 00 100 CV To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W =a tj U o��a 2�I. � J_ J ^L' W Q g® LL1 f Z Z Q d. O 0 -� U = CC �o F o 1­1 LU Q a V l�o8� aFLu Q ^ Z LULn di w 0 t QZ O Q Z ca 4. r Z � w S �z o g o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. W P e March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 20Y7 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and EstatiWing Loads of .Waf Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 8) with a safety factor of 3 2. Average load at 1/8-Inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties, ICC Evaluation Services ([CC -ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2018 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 1-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 2D12 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6P3 =18 when it will be re-evaluated by Simpson Strong -Tie. Please visit yommstronotie.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 800:988:5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dwBDW Engineer, Southeast U.S. Branch Page i of 1 8inpso 8trm9-Tie Cemp.W Im. 2221 0cuutry Lane McKimey, TX 75069 Phorm: 972.542.032e Far 972.542.4139 www.siorwho.com N C _ � tU (DU N 0� .� L Q O ^O C CU -a a- .� U � N t�j Cu Cl) ^^++ � O O � W a Q O U ICU 0 *- ICU O > Q (U v J Q z O L V O r� V I O �. U O L V/�!( cV m L W� Q �, Z� Z Q _J SHEET NO. PA 1,0 A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2808 HD210.2 FL77232.3 ESR-3445 HU210.2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL70858.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU218 FL10856.5 ESR-2549 HD218.3 FL17232.3 ESR-3445 HU218.3 FL10858.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU28 FL10858.3 ESR-2549 HD28.2 FL17232.3 ESR-3445 HU28.2 FL70858.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.8 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU610 FL10658.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCQ410 FL11488.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17899.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCPZ FL10447.2 ESR-2551 HTA18 FL17880.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20.18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FLt7324.2 Evaluation Report HTT18 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FL10456.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTSZD FL10458.23 ESR-2813 HTW24 FL17244.8 ESR•3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.28 ESR-2813 HTWM78 FL8223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTVVM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10458.18 ESR-2613 HUGT3 FL8223.3 Evaluation Rep PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9&72, please provide the information and approval numbers on the building components listed below K they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(a) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI,2pggl,t +87.0/•87.Opaf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2ppgl,g +87.0/-87.0 psf ThemlaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.g +87.0/-87.0 psf ThemtaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.14 +87.01.87.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +87.0/�7.0 psf ThertnaTru Smooth -Star and Benchmark FL15225.5 +87.0/-87.0 psf ThetmaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7840.1 +87.0/-87.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL75332.5 +40.0/-40.0 psf PGT Series 5570 FL.251.t0 C. SECTIONAL Clopay Building Products Residential WirniCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WSrniCode Doors W5 (18X7) FL15279.53 +30.0%30.0 psf Clopay Building Products Residemial WndCode Doors W8 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W8 (18X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single 6 Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0%55.0 psf PGT Series 5500 FL238.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 18.5 FL15349.1 +40.01-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL281.1 NIA E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FLt3192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0l-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. OR Ridge Vents FL18918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Borel Tile Villa 900 FL7849.27 - FL7849.28 N/A Borel Tile Saxony 900 FL7849.18 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply 8 Manufacturing, LLC 0.03Y Aluminum GuiFLok 16" wide roof panel FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Product Galvanized Step Storm Panels FL15078.1 - FL15078.2 N/A All American Shutters 8 Glass Galvanized Steel Storm Pans FL177389.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Component Alpine Truax Plates FLt999.1 - FL1998.4 N/A MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N!A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FLB527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL758.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Untels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the Jobsia; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirement. Fuller, i understand these product may have to be removed if approval cannot be demonstrated during Inspection. APPLICANT SIGNATURE DATE a Florida Dapertnwd of Business & Profsabrml Repuldkrl B A*o Codas and SterMards Product Approval Appk#Mn Delol ammum gob Mmftff mL Ydmba mmwkll■t Gaon Wdom.LLbImL Ydlmum Re bIN MIT Thmm►TI9 rk l o km Rick VW" Lyndon F. B WnK PA. Ryon J. bony, PE +laPasarr• Evtrdor Demo (419) US474o PE43400 (e14) 7e74a66 emc rsery swlglg taidor OWANOWUN ddov4whidpowes6ab CeepSNea Mendel Evaebsiorn ped tam a a0m I WO Re91 Ambled«@ Licrdd Fbdb ProlusabrNl Syr amasnALURNO FWds Depertrnanl of BuMnaa & Pmb WonW ReguWm Bur t Coda gold 8 wWwds Product Approval Applkadlm DOWN litilmfali ado loos 2MLb E Yule aft Est Ydtddd Alm SnA■d®I a®md AMR rat 3m" ■moAl■t nmrd CoMadMALiE�e SiMddmlL 101162017 07M22M7 191162017 12M212017 Approved ReYYbn 2017 TMnes•TN Cmpomejon RId 10010 Lyndon F. SdmdL PA. Ryes J. K tp, P.E. Caleaory: Sooner Doom (419)2M•1740 PE46e06 (n3)7a740M SACaw9ory. 2 1 81 9 EvOrmr D -ANNtlw "A. 0 hd• fAagdPGGa onvaes Eralue . Repoetaorm a porn Fbntds Rs/b- Adnlsat «a Lkm imd FbMs ProbadNd BBAminaLbmkm rolrmw Florida DgWMWd of BuNrn■ & Ptofasloi RpuWm pap + Suk&V Codas and Standards 1100016 Product Approval APOMSOwl Dahl piloom alb ➢o MMLZN ■ Oda Wr tmmlLr S+slWi &&ON Bl AMMOl Ammmd !Wa Oml Ym o Y■sokm SOBbd toordsAllrom YdlddmlL IOMS2M7 071121 017 ,0/1MM7 1211211017 Approved RevMN 2017 TNmn►TN CaaaMbn RickllkbM Lydon F. 8G6ndl PA. ftm Loft P.E. Ca- I m Sowbr Dome (419) 2961740 PE43400 (813) 7674M e'coord r.. awlwkg carte Do«AerYie rldNorwONgeoaNarIN, CeNplNaaModmad Evekmlen PAW earn ■ am Rode Re91 1 ANdaad or a Lbeceed Planes RobamerW Erokrw f3Y0111�iemimlt P.wi ,aII dobe Oat Oslo aan mm Ors Ydtdmd tIL4eW0 ara■■al AEromd am 10M62017 07M22M7 lIVISM17 12M21M/7 Approved amow m■ A■mmokim A Lea leer Gorr- Am■atlo[Ym AmrErdJotJbL imam BMW9ee11tdlrome A■■mdleJm WdamlboWe low Yee■ tot bWMMMWdJkobgaUMNedmdWllmlaoe WrdltlrNlmaYml MItOli Y1rYtJmi ■rbmt e■r■ !rat mmdna■dmm W0miawk roam InW" amm milli memo brava Drat mmmammm m om■dlOdmonam lamONWimtO; amumt emmin , a Tmome-To Fbw.Cboalo and anvmo$~ bNeml Mom Cppba 120112020 No Yet No WA 6 f. TMmrFTN Fbar•CMdead 8nkamiie Nonikm16:d09�i4ktNaNrpaC6Cook OpepN 17Mf2000 No Too No N01 9 L Tkamr•TN Fb«CWe modenkotl�8le Nomke166N0A iauoCNmrkrbpaolbuoC am" ,2IStr?090 No Yee No NM [bar GornaoeLss Edle Pbss+00 SMO Dow on wkwoui m";x-nftwamn) amimm Wr lefts ml Yam■ NmLiWY■ fAMed WLIOIMiLl0lede WANT" RevkbN 2017 TlnrmaTA Coryatlon Pods Wvt Lyndon F. Sohnld , P.E (ban J. ling, P.S. Cabaey: LibdmDeme (410) 11ee-1740 PE4340e (Ins) m4m annbcabpwy: Swpp Browner DOWA Im. CeapPnes N~ Statement Real mom a eon FWW ReaieMed Ambled or a UowdW FbMb PrdWdwl WigiYw nammadNummkm CampoeN Edge Paw/baa 81gb prorkroo vet; X windowa9N) annum Ors Yee Olmlaaaa 20 Wr aim= Ydld■d LINNWO ara69mYr A■mm Imes mL Smdm YmdElOK WdbM tdmmlfilbldm Imlrlm.mt 12M32017 12fl=17 122111017 Pow FOCAppwm Rreebn 2017 TINme-TN Corpmslbn RIak VM$d Lydon F. BdNidl P.E Ryan J. bops P.E. GssssaOory. Sodm Doan µ11I)29/-1740 P943400 (813)M4M Sub0iongo :ewppE I DoorAeew"m ddmOrabMF W*. caeg-.m.erbem EvahnaN I%PW*mm a ant, madi. RpYbnd Ardaad «. U.'e ed Am. Probsebaa Ergkwr ea�tal.eMrdL companies Bop M"I- wo Dow pNvpomwlg X aanlbweMN) Woe W11 Otdalmon Woe Wr Silddod lammlm PaoAoo■al Amtalmd tomb rat in" Ii iloom odEMM todma LUL YdlWdcel 12013R017 1211312017 120211M17 Favor g POO AppwM Ravkion 2017 TNnN•TM Corporation Pods Wdph1 Lydon F. adwriA PE Rym J. Mae, P.E. +%ala0o+i" E OMW Dann (419) 29a•1740 PE4sm (IM 7674e66 Sd CdW W Smagp Eddm Door AUwnM a Caanpesaca Malesl EVsshow Row Imm a cob Radall -' dAdamd«mLkomod Fldde Pnabmoke En1YNr eLfttt�Imrdd nib nib 2MLE EM■ Yale Yrddm t■mmlm EMANU l AMMO Imo 12110047 12M32M7 12212017 Plndp FlCApproM Mdr(a� annoLlltlm A■■mdJWAN how Oedm >�®s amsdaar: �.ao.bea amNa aver 1i� a�,r aeo0diiee teat !'smY■WrlYsm WelerlmkilmLo a kim 9NUMLEM sabre era.■ Dept C!0■WrdMlm fir dbmmrmnrt Ismn1<+ruma seMmddt lmdm Drat SIoEILdredmOmnMe borate ntddbiemtm( combs a>,■ aTnNN•TNFaw-0Yseband Smoob4W Now" GUM SgwVUP*npn*qm*Opamm 120512021 No YN No WA a I..Tkenm•TNFbor• hodoad8nmod~ NNWNIeedo9)oiquotNonaroad{grrot0~ 121311MM No Yes No IVA S LTheme•TmFba42orleand 8nmo0tNmr NomMG&NO&*W"b*4"@dLqwtOmed 12MRMI No Yes No WA N I' I Edda Fbne)ase BYgb Doe ConpessN Edge F20 SluOb Donn Composes Edge FaNVM apb Door onwAvKkwaft x ) OnW*9OJberp; X ONdWAMM) (bWAVG Awft X amoftwoon) Florida Daps b did of Business & ProbpiorW Rpulalon Bldldbn0 Codes end maridrds Product Approval Application Defal Pone, at law* Florida DaprI - ' of Buailses & Ptaceesional Regulation B A&V Codes and SWxterds Product Approval Application Detaa Papa I a+ VON% atlttom Sob tmaLa light Y■ ROLa dra ire atttmat Smell morLat Wta Odl Wmtfoti■ alb AM Ydm Y■i■■D WEled todbmLLbm lldowim vl&6 d AdoW fA;JW@■ml Aamad imm rat VM*n BNdemot Good mMmMALYd■t mobwAk flelddlad Ad=" ar.Aow al Am■ad seta Revmbn MIT TMm e-TN Corpaaew rods WroM ... Aoaadodbn 6 (bon J. bm1 P.E 122012017 01021rM17 WINm1T Approved Re WIN 1M7 Ther"Wi r Capameon Rkk weVid Ne9ard Aoaad Ow & Ryon J. lops PE 12202017 01141111017 1222=7 Approved calms, 1: amenderaan (419)20661740 IlrnsspNmna lreWb (613)7674WN CalroaI btefw Doan (419)2WI740 MsampNmn koom (713)797400 annbtilrpayr 0 1 91 g ErhroowAsmemblas wC+9ar• lrrrkgmp Etirlor DWAesanebo ddeedwoldimnrwarnle. Caago Mabel caNInWN Mark or LNWg Goal Canpdanes Milbal Carldoaeon Mot«Log earn aim ommmem SidrLdwlmer aaomuLwWl ammmtstlM mod Ora■ atmii�kmirb 9mmLA� aed■masLYm AMMMAWJM hope Oom Ina! am*mLommks 1 raloNLANNIOLDO Monde: awkwaimJi a AJsm■ lot mOimmu moms fmmdrlrml■Yml kl= ammimQQ Bohr mmdd I a agU*GM ssb�t ad 6gwtaendnrrk by 64ad BA d Opages a GUM POWlbaa Won w12)312021 No Yes No WA 6 a. igrnt8rrmaAlladquot ad egNtawndmmm by 64 and WOOpagrm and Ground Flew Dearweh ,2A12021 No Yes NO WA 7kemr-Tndquot adwWmmaNmsLtame'-lid Oubwp Thwms•Tnr6quot red im.i8ektmY. Ynevdg tied Oubrbg rm w mar Irnlmtdl Fbrlds DWwbm t of Business & PFotYssiarl Regulation pa I of &dW V Codes and Bhndarda 1100014 Product Approval Application Dell Sia■ tMeLM Woe Odt 2OLbe s Olb me Ymmm BuabdNme Somli toobrcAlbmLl YalddmsD 7mlddm lamdWO n LANIIW humod Iwo Rrvbmn MIT NVI '- ad Doae Seem 811a0 Wit Robeb Lwnae BbvN M. olden PE OW132DII oMM12M7 001160011 IOMGra17 Approved cmdoo"rnwdWDom p,n 31641300 PE42014 (?IT) 3174W brbcom my: so. BMr-DOWAINO Ma baWlaaloedWd.GearG Caapdrbes kbd" EWAwkn Reponkam s Fbrldss ReM -' AwhNd or a Licensed FNbs ProbesmrW Enipenam atl YerLamlmrm anombLiMJlm AEd■mticWE Imam Wm Wt eam■Ymddlm blmNsi 01deYL10m8 aebldr emmn 3 IF 1--420ALUMNNes0RMNFORCED SERIES 42DAUAWOUM 900 REINFORCED ONO 12010MISodbmcedslmWoe No Yes No NM 1460Ndgsetam6gwt Florida DapaMusrd of Business & Professional Regulation Wdlnp Codes rid SWndarde Product Approval AppOcaWn Dalai ailmom I agkm and lmaba ImEdMO t Row WeeoMLUb I mmi ma Re Ida 2017 Je"'WTlu CapaaSN Rkkwdpllt Lyndon F. Salmld. PE Ryon J. KW%PE C. 8'rlr Sericr Dona (410) 208-1740 PE43400 (413) M46M SssbC@bWr. ewkrpp EdrbrpoorANWI MM ddavbnablrooenmreNle. Caawlrma Woe! Evekrdom MOM earn a am Fbrdm Reliance Ambled or a Lkrrd Fkade Pnobeaorbal Eft~ Pap t or2 tAaOu no no W Lboms no l im lim E EwLhmm d A■d■d AMR 10M6201T 07112=17 IGASM17 12M22M7 Approved QMMLArsrar ALm otiLum Aa®md1LLWL hms Yen■ mat hi&MU&MLNMOkKALIM BBOMLRNNNN Y IS In WACE 91mYtIm BrYYe browse 14 N. ThNN1ru Fbw47A@Wo and brooWSImr NomkW aee3" Gbaed imiri 40 No Yes No WA Canpesls Edge FbwglM Basin Dear Wavi glorNbE X mlbneaedn) 6 olds adkz mL MINN toodmdd Wamd t■miKAL■oL *000" Re m m 2017 Thenm•TN Coryaesnt Ri* WV* Lyndon F. sdw*K PE Ryon J. 14g, P.E. c+wa+r•SdderDoom, (410)2WI740 PE43400 (Si3)7474WN $wbGmW my: Bwlgkg EdwW DoorAeaoYM Caopedeaabfw*EvWodNRayon%ma own Fbdda Raalubwd Amled or a Licensed Fronds PraaaNabal IN 0, agniaLlaboam Woe Woe OMLPMam Woe mints monad ZwLhi mM Am■md lane 12M30017 12M3=17 12M2M7 deg PW APPF OsdmNarrame asemutAKAN AELmddhtgm lease glow La! GmmmWeidel■ SOMUMirmYmneb YItIQ WtWetma Bob" 2a 14 m. ThomwTN Fbw47ANk and BbwSfeW NomYWage" 6*00OMmptdBawt closed 12/3,2021 No YN No NM :3W:V N Sp Single 91 Sfloor (YNYgpt..M X as eauts" Florida Daprbnwt of Bushow & Prob=WW Rapulatlon Buldrin Codes and Staridrds Protbrt tApproval AppUc~ DsWI Pvga t a+ 1Rrm+e Welt tarn$ Ore alb Rikhoo■ Ore MEN Yarl■ ■IE1rONdd 09ebd loofmtAllool S1s11d1mlL Ib1d1Yd Omstmd SOa■■m AM MN tram ReW" MIT NV%dose and Doan bwtsom w Luis RoMrb Lamas Bbves LL Urit, PE od13=7 Od IWI? 01111612017 101101017 Approved Cala/ay: Sled r Door (717) 8164100 PE42514 (717) 3174464 QiCablory: carp EvPNlar DowAeeNbW WMgwommdaan CaepaamaMsbol EvskmeN Raped Sam a Fbndm RollbreOAdrr or a Liewmed Flode ProbNmrd Erokmw aavuhaLboka SmmlLhd am ooLkim A■■MisLUE low ME ma! DIMM19&NMdKMJMM Bumagoolow Wdmtsdm•■OMt JILIM WWrImQ allow B W 4 SEINES 420AW1r9 OW RQFORCED SL3iE8420 ALUhWSJM 80 REDFORCED Cxs 121312M8 No Yes No WA XO,xx Niquoombwmt Florida DepaAmrd of Business A PmfessiorW Replelori Peale+ a l Florida DepaMfer t of Bolden & Prolaesional Regulation Prp+a+ Florida Departrrwd of Bourne & Pyofasim Rapidatiori Pap 1 or I Fronde Deprtrrlald of Bu9Y,aa & Processional Regulation Pap t a t BWWV Coda and Standards taamis Bu ft Codes and smndrds ,mall B oft Codas and Slirldards tA2ws &Aft Codes and standrds tlarm+s Product Approval Application Dahl Product Approval Application Detal Product Approval Application Dehl Product Approval AppNcW- Dahl atmt>:at mar W7Lr alb alb adLaNkm no atllIIlat 20 loom alb 2MLBEON ON RMBN JU ant Soo WM m naLbom alb 20 ad■Lr alb MIMI WbLE o alb me glwm amrrti■[ YMdrt Wordcilbdam lbdwlmSh Ydlaed boom a10a■®ea ad®dd rod ms )baba Simbdm derive S'■br[Albers mdoommt )Moved mom" arammml A■■md mom Deal ltlmm YlMdedmtt SNNLbr Io■dMAL&M Ydlrbdet Yd l*A t1MdW0 SCAnoW 61NEW ■ram rat riabs nmbom OW" imlmsLlboL YaPibdmL Yamdmm irmMW1 LaYa■■d Agood imm ft ww MIT Cmpsybbag Pmw*cw"w elrk MbehabM kaoIY Too" Services NA, Ory Pluatw 11210IT 06100017 121092017 Approved Revbbn 21"7 Cbpey kt" RnduW Company Mukiv III womme TOWN Bw4m NA, Gary Pkmkw 112M7 o6Mo2M7 ,2106=7 Approved Rovmbn 2M7 MMI ad Eoae C4aa/e+F Evdrmr Does sYC.raany: afro overdo DOWAMWINN Sam SMror Lub RYerb Lwme Motion IMok PE (717)3103390 PE4RM14 m7)317-84M kaWgaonid•omo 0801311017 oart,2M7 WMINVI7 10M0=7 Approved Ravlsbn MIT NVA " ad Doom Cablorir. Sires Doan Su6Cseopmr,$kV4 Behavior DoaAseseeW balsaw Lei RaOdlo LM" eleven M. Uri* PE (7+n 35SOM PEd2114 (7n3174464 OMigwonevd.00m 01V1S2017 01V1,2017 011460017 101102"? Approved CeWaa, Sgsdor Dome Selieabary,S«8"Bbft D=A=WM= Corpaeee MaaGl Cartlbrtlw Mok«LMYg (513)7704012 Ind. (513)also" Cabpay: Evaerlw Doan MWCebpery: aaonoM EvOdbr DoorAeaNeNa CagareholeMrl Gnlmoaedrr lord «llaWg (513)770-M kn (W)5194MM .pan Gearparme MoNeW evYredon Report torn a CaOaeomelMbol Evelussin Reed tam a Pkkbe ReIYMe' AmhNdor 0 Wonder Flaba FladO RaptNrsO Abdmed or a Lkanmad FIN atJ1 a UMnMLDAftW PreWwioaNl F4gamw Probo lco Encrm« SiWILA� Aeam■LImlb! A■■mibLUm mldM Omm SildrOtAseloor A■ffiffiffiffiUKIo1 AEMmmdetlbe m■m Oem atlf> �l■L lea! EMaNLRmmdm 2EMr®mm1mWM kmma Y10mrImtQ; BENM E■ Inn mmldWmmrs OmOmLemlOmmWb bma admiLm ambbr f■ audkAm■Em A■■ OLILUM A■■MLIK m brae YSIIm Wlr(Am himnli LWI AEwmdfw Llm boom Wed■ 37 037 W54)S PM-0151: e4A, M, 73. 71. ISM. 120. 7% 76V, OUT, 4RSF, MST, 9 W. VW. 48, 43, 66, 40, abed Pon Sri. 26 ge.) MOD-Cr (up to or wkN) 0Mrd1)MM VWCC0D8W74: W6 Gompe Door No Yes No -30 PSFl42 Pap 63 OU Wb16 PANdFI53: 94A, 94, 73. 79. ISM, 190, 4FW. 4RSF, SM, OW, 411, 42. M.4W 42& SM CON, Stesl Pon 0YL 26 ass.) Dweb4:x (Wr to 167 0121202/ wkb) VMOCODEW 74. VIS Gaege Dew No Yes No 439 PSFW9 PSF Wt ammilmoid6lookKALYM bleELR KWO SMbo LINdolmnMe KIM goda tmli ambw emend am embeamm m alb In "m gumomOZ Auk" mom 429, QM, GCSE, GDMV, GRM GRMV, ARM, A11MV, GDMV, GOOD, GRMV, ARM, AReBV, ON. ED68V I SESES420AUMNMOM SOM420ALUMWSWCXO 12131=8 No Yes No K% 2 9EPoE8420ALGMNLNSW SERIES 42DAUAW M8000X,XO,U 121312MS No Yes No WA EDGE, ED59V 14*,W4GqwQt;xM4qUot NGIFRENPgICM NON-RNFORCED Florida Dsparbmt of Business & Professiaial RGVAation Buildin0 Codes and Standards p p I a I ,laedu Florida Depwbywd of Business & Processional Regulation Bu Codes arm standards Pep I of taes+e Florida Deparknerot of noes BumdNRp Codes and randards P.II t a, +Aams Florida Daparhnard & Professional Regtmumoli Btdldlrq Codes old Standards Papa+a I ,dkmu Product Approval Application Dehl Product Approval Applicall- DaWI Product Approval Application DOWN Product Approval Applka01 Defeo aN0ti4M nor DR YmrE lYambom YarLa good ANOOLLLIMM YWo m nde Y■ Ida" tlmmlbd 2OLbE B arammd m human ado E6!!!■ no rat bobs ■manor an&= omrd AnooKk b INNOM At Yea Yob Yild■d Word YM INNrm alb N&Ammdl Amman am PLatlmJe sic mL miu m ■elydlmt loom good iad EKILbmm mmo mrl Yoe a* adLammm Yatrbd tmlmrad EWLA M alb N hmm and rmlm loot me 3&MME MEdMiN t looks GO MM Am omLiLa mt loomlt alb Odd OMLP■dl■ Immod BmdWd akca■m1d WIL a mwmd rem Moon 2M! NVlldww and Done CssmSw/•EAMW DOM sY4bl.aay:M"RmMft DoorAnwobas oa.sWNes Mood: OWANNn Raped earn a bagemnessr Wall-' Wave8bvea kl WIN PE Mn PE409+4 (TM 31744M beWgssrorbied.aan OW32M7 o6M12M7 OWarM17 101f02M7 Approved Ravlobn 2017 POT kYrekW Cebawy: Slerbr Done oveamapryr. so" Medr DO«AwneW Cesg6resMeerl canmornt Mok«Us" Dean Roark MrrtOeda BCOO•Cl9i Nond•Dade BCCO-VAL 041)4e8G1oo (710)31/•20W drnWkoPeWYWbaoom 12JJOa017 11rlerM77 1720rM17 App+aved A ''.m 2M7 CURRESCM0.01AAW hro Gd;QS 3rNWDGom Caw*@ ew Edhod: WMNMd Mork Caspantw MMse CNYkrmn lark «LYp Deft Dom UL LLC Ted Smarm, PE (84,)4W,2/M (306)9904707 daradeaeoaeeaYmy4m m Ilaam17 IQM12017 12*50017 Approved RsdNon 2017 MMId eel Doan C4ee9ery: 9bd20 OabOebaWr. Bb9b HUM CssssgerbNPPaPbssl Cwmloleon Yak«LYp emg$mgw ArnerimmA Mincimid m MUrldL PE Mn pIn 3,7 WMnaerorrrid.aom 122VM17 12MN2017 VYdObd PbMa Ra-1 ArdAW or UoK d PNrNO PNbesicrW Ere- Eit�blmdL annuALe� atl of 2WRLAmm■m ammemiAgim AmmmomWm Joan lift m■M 2MW 901rLAeemmm AsstmdloLYm A■wnis[Slr bond Omlm allonaLboam &! modailmiKaiNa aawaommuft goomLookimmam am�td• aE�um ISM QWAKVM ANO amber � [nosh■ 10 BOD4570 SAW Noose ktaae0 �� Uft Grew Dow � iil� n� ado" WA Imt , a87, 707, 727, 747, and 847 Mob red Pays of Dose e3■mYaddmm WrarOmrmam Fkoel Gland, and Lomemd Yob and pairs of I273,rAM morose now'.. bmda mrMLmEa Yes Yes Booms Yes 2■ NN Drat 2 IN ON emrdWrddm reamMlrlmonam SW4 FWFm Peres KUNG epic Nog 1agmms rmm timoLt : No Yes RENm No mares +00040 6 SMU 420ALUNNAI SOD II■ ORCFD MNes420AUNKNBGO(iM1 ORM)GOL 12412M8 No Yes No WA lamLOdl a 143&*MOM qNt FWFWa Depwbnwm of BU*W= & P.0%@WmN 119pta9do i Pap l aI Floe Depwtrriant of BNsblees & Professional Remotion Pape, a I Mft Codas and sandards Im m+s &Aft Codes and standards orals Fkdda Daprtnwd of 8u*N & ProcepiM Rapldttiw Pap I a I Florida DepaMMyk of BUWM & Prod NNW Regutamoil BtlY V Codas and standards + sGd,s BUMV Codas arid starlderds ,ASMa Product Approval Application Dotal Product Approval APPNCRBon Dahl Product Approval APWAV d OstaN Product Approval Applkadm Dstal tl Soh suaLa 2dt alb adLbo L no ate oar Alokx alb nod WILlmdm Ode ate Btltt01:11[ mL boo aamrokm Wahl BMINKALWmd YdmimmuE Yalddm Ilnballm Mebane Mambo WNW ml Ydmm AwNdm m Gomm amN KAibImL MOM Yaldded IMalmlm amAmm2M beE■md Imo Wed! mu Ydm Mvbbn 2017 larldu om Cmpmy beans poducia Carprry 1. a,- een"DOOM looks am= ismELLlbmm mm m sea lark MR/NNM1 keubk TNOg SeNlw NA, Davy PMeldor (613) 7704W lira. (51S) 6194w1 Qm Oct! rime"" Alhm d ,1217D17 osma2077 adLeu r leGaM� Rik ao®md 1205=7 tram Approved 20 mu lmmles Re Iwo 3017 youbYQ Crew s adro Prommb Om only - -' EtONier DOOM WrLar ombr AMMEKLlbmm YattbtNLk Melt YRmalwbeM Inbr1Y Teseg $WAM NA, ory FMwmw (513) 7704 M Ina (013) 91946m YMt m Yaks m ANSOd 11201M,T WOW? OdLem■E QIt atOaM■d AMME d 12100rMi7 tYNm Approved Ro"m m am? MWr M adoome alroeny: vendewe Q mplimoo ory: WAFloo Mak«Lmtlro am* smow MNbrbAotibectu l Bbven It WOOL PE p,n9e643oo LlawbYrrwsApodkdoab Mn3174461 •� 12p120t7 1202017 011042MS Approved RrvWen 2M7 POT kwulmn eablay.1 .1 erlCreawp: FN CagSabrseWntibel Catiloaeal lark«Lop Dori Ronk MNrd•Eede 9000• Cori MWMAoi W= VAL (041)4aWW (70316-2100 d�.oan 12F.V=7 120002017 1200=7 Approved blrQabe w. awLamb PrWl, Door AwnmM �•oorn atlitllmLodEob B■ CaaaaNso MoWel QW110Nlon Mark or Utip CoaparbesYAdl CwMbd aMwk orLmWg nldrudm■aoL AeammdlsLam Am■IM,1o[lbe b>vr Osra nsimiLadsoEm aaEmLflclba aa®adaxlbs radar OLdm amimmoLftmEk adimnaLemiEk ma! bliNLEMNLOOkKALMM m0■ammdre narmrtadlamWb lft Q Otrlrm08 &Akio mom■ Ira! EMOOLONkLumikKALMM emadamadMbs WLlrrtNkMIM QW Ism WBmriml; amYMm tram■ gmdkh m hmmmdlLgm A■■ L&LU! boom OdM■ SWEEA rat AWI■olSNAN AUMMUKJIU Wald Wdm I 1MPW 73x72 kmtdob. Glw, 0I03me No Yes me 4401.10 9 PW4=(large kite kbaa41 VWII Food VAdm 044012020 Yes Yes Yes NM ramA bMkt#AMLMEEkKALUMemOdWmrra aninagmmwmads bLlma adma ONM RAI MM ft ■ ME leLm■Yrd■m GENVAZokdhag a MAM WMd i= Bohm" ememes as 095 V,SM FAN-4NS3: 73. M 64A. M, 42, 48, 42a, 4911, Seed pan sm. 20 Oa) Sbao.-(up 4o or whim) 052120211 No Yes No a39 PSFM2 102 102 V06/4 FAWVISx 73, 75. a4A 94.4L 41L 42L 4W a" Pan Oft 25p.) DorlMCor (WT 10147 o6M202e No Yes No •37 PSFF41 4RST, MET, om ORM, ARM, mn VVWOCoCGW 74: k1S Gavels Cow Pop 4RST, MUST, OOM, GREB, ARM. EDM 'W) WeDCODEw7e. VA Or.l. DOW Pap a� rat Staolm airiiddr■t Re m m 2047 POT kdumm a C4u - I V*dewss aYcmbpay: 91nob Nag caesbsaees lbdm*.. CsiWmamn ark or Lim" Ida 7 SRFSS00 (Large Mosel kbate0 Florida Dapsltrrnrtt of Business & Prokuk)i Regulation BuMt V Codes and shndrds Product Approval Application DOW pap, a, imme AnOLK no 20 glkftl" go S)oMLM bomwlLbldm m m m" idiot tLimad afna■mN A■mdd !ram Dean Rusk teNlaimb 9000-CER kMaDede SCCO-VA. IMAM? 12106=7 1205=7 Approved (941)4"00 Mist 315-nW *Uwkopgwd-bi@L0ol1a 91d kAu A■■mLamm AMMMMMAm mead Room eammLWmlMm neddrtomOmJiri blmtc ookkk tQ; arlmdr ttsnrn Vkryl Bbpe W" Vvh dew 0720200 Yes Yes YN NM aamtm Wr ml boom ymmeAtm Re I* MIT M V I M ad oom Calapry VArdowa SubCologery: llalmrw Mow Cady - &%be* Cwrwlm Mork or I WO arlL teat I NSlurimmairmgaptaes Florids Deper nwd of Busbisss & MVkWkrml Regulation Bumdrp Coles and Standards Product Approval Applcatlorl Dahl Florida DepaMmm of Businses & Professional Regulation Pep 1 a l Buildup Codes mild standards vamis Product Approval AppkW= Dahl P4geial INWO PLAPUSal Son bear Ode alb Oss amrlt alb mL riabn amid odd am" zmd mdAlml Yda■maD Mmldrd mar d IDYaM■al A■■md ova RMdab 2M7 Theme•TN Cerpe+a- Pock Mpht Lydon F. Sa1mNL P.E. Ryon J. oft PE 16MYM77 10MIUM17 1022=17 ,2122M7 Approve0 Celaa. I Evade, Doors (4i%2WI-140 P643M (813)7W- M96 blCesroWa A 1g1 - wobrpoorAmewYaes AdaonremlooNr6aY. look= alb: alb W Lbuft alb OOMP&MMdml Evaluation Repam9mGe omn so" tmwLA.LbM rimmam rimmed LidWd alaAment A■■Lm a M PbOa Rao - 'AdaadwaLkwdd FWrdm Geoel- Aaae4m AwANYnaI Sbees M. udek PE MANMIS oiolaols Vaiibd Prohm" &~ (717)3di33M Mwm *mmAroddbn nun 3174454 ammmaLbubm baWgaOG+a�GmG mrrLA� am■mdsLNm hmmudiLum mead Oamm teat AL emoOL200 MO SbMaM Imwmt SiMrmNY Bohm eaml■ I a aag1FbwC1dvvdoS*nd;, iq 6pmt, G&OW.6 ageatmwsdkquot Owed Pbaalkmo 12031=1 No Yes Yes WA QWAKA�Ammandf rtm AEELovelfotibd mom nml■ �« 8quutCkmdd)rot sigrsomor•041bddrg«ouddp Cadlewson emodOrodrr. Yp�rnm■ImWlt ltmEi OreWmn ANN" Emma R""0La10t 73M Wo leled Gkma 02MWMS No Yes No *Mwe N CCn _ CU Q. O O CU C car O CQCn O C 2 a 0 a) 3 O E LL O CU .0 -0 0 0 Q i .a .� U Q 77] u Iow PFA ff Ir ■ dddddd� CU O ■ ddddd� O W C/) `U 0 Q Algoma < C/) CL O L v/ V `m W ■YIe■r WW G Q Z Z Q J a SHEET NO. PA 1,1 W, Flol+er Dapadnlarr a aleNnaaa a PraaaaloMW RepeNon Poplars FbwA DapaliMnlr a BwtMaa a PMoUwolwd Rao,' P.wl rl Padre DapaPtlwr a Bwhlaaa a PMDitUM Mw/aI Buldrq Gift and aw,era. u mm aWAldllo Codes and awldrd. loans BDidlp Codes and sMrletmtl ,wool PI d@dAppovd Apl.don Ddd PModmot Appovd Applied- DMM Ptoent Appevd Aplod o D" nfeBW 9M lonet2t m BOB olkf m aM !!ice Dt dRm Nam fie Dlebeis We 1loal am .moot Mt no IML&O t arm INN gnaw Modow loom ldoIb *mom boom Btiiloml ldr own an 11o1n hies as� mdmd ! AMON@ !il-Be I MAi among No sm 11oY. brill gum ammo b IlYbt stria a'iAo ANWO AWE M W" am Nvedmmdorm awwR~ NMRLM m swm M. 1•lwl Pt /a2Tae17 IGM M7 1p0.0.17 l2m3ow APPMw amtla 71117 pwkw.NM oPm RmN N TAMO WO.Om Nwowft@=-VL t2ata.17 MOM? 12101112017 Anwwwd Pwvtlr 2.0 JmweMMpmata MB*xl,bo PbawMq also rneNLO PM hMewwmk%PJL 0EaM17 9a0EM7 .EaaM7 noncom Apposed �P7.rf'V*M 1717 ammo. P:42M m712+74MM OMynrvedwM 061)4 0 ('t"essN orwerxrlMmMma Pell + mwbna - � � a0 � .W-.ee bassist Rw.h�• P• asm~m Rmbo=MONU 4 i.1P N*bmkx .rAwft P. PWbr4 MMP.MePMar•uawwnMb PeehPeNww.Power aamatibMert PWbMAY-so.AbMwr•ursoMraft wWMwewp-w lsallMlalarlMrt SoN LAO AmmoLum im molu mte New ONE anaffimnmm _ lm&K rMMmm Drrrtlmeimmm Aommmiftft hommkuALUM um now isms aMAIYIlai error ArMme ARE t mer.MNar.wwnM dAmNrroar DMreRmDmMsORt mmom: align B AMrnbwPnlaiww oa2EM1 Yi ri Noma bE TYr NR ale! ammimomikwmtKomlOArcmMMrMm OMmrmOBrtMNRDra manAlta hum aMWtlo arm nr 2 am VrtmlgrM WAM Mines NO VIM. Vw "A 1 CegNiLePRM. OwannONPwwena Into= Yi Vi NR IIR AMNLNIO FaePwa, r1 BLAdrg CodN and BrroMtda ,aa.m Iolallmot APpavd APPlodae Damn b 9.! armor Not it DlLb at Ds more Iooims ao bdoWAL10 mmMmm MltmlrMm imam MMANOW AMMOsl oft Naddo my J.i mpasMi.PwOamL PYMMwq low IUiYLCOM ift SWVAM. Pi O.a00M7 asom 17 ..#A.17 $WNLI 7odeAkworA/pwAt• .:w swwr.a.MbsPM Mono PWSdWO *AdlMWMM PtoaM ho oloM Awmmm Ora Massa Now PwwnNww WAMM aammomwmom moski sae demodArJom AsosmAdoe hum- own are ErAEDrMeim mmwBrrlNMSDM eMaB mrMMMet Barr Btmrm 2 UPIwPb.wl2Paam low emmouP.Mn. 1Rl1NOi0 VIM va PIR RR PlMide Dapartlmltt of owh m a Pfapdpw ReodMor R/,r, F1Mids 0a1aM1 l a bmknE a PMoUwalal R"Aft P..., r, Flalda Daprmlurt of 0whow R Pfok of al Raplmmion Pow lr, Flails DapaMollae a BDdnM a PMa wall RaoeMon Pori r, Baking coft awed aorlll- A- +oil. Bu"v coda. are aMrMdmd. v a.m Buamo CadN aloe Sotndar A loom maelo coda. and aMndard. Ulam MhodMmtAppPsual APpNoallon D.aM Proamot Appsvd Appbsd - DM Plmdud AWOVW AMbofto DMM Pladmol Appovd APPI.da- DAM nanoel alai as mom mEerm aret.t alma old mrAUo marmmm Dr Dt DEbMas Di lamMrm sAmarm MWLAm iEimd one balhhan ant Am mom MEies Awm1Jt Not Nrt mrboim melt iRorANemm mlmiim MMPamim hm Maaom Dot Allow Amu eeaBelr Dt are Moms m ohm m arlPt saw waR&LINO now" Me Nt ashooK are ]Arica aArmri frinu m AMEN Alec. baaltieA am Ds MrorR sE i sm mom NE are aRw MouNK&LrmR mawmm bore aLA.Mm Brebmdr Dt OcaMOM a tumid MR RNNn 2017 wvdmomwdmm MNNaw2:vad.w. &"saw LenRLOPm.Pa Oman r wwL Pe (M atH2M PM.M.Ia (M)SUMP IMIMY lone 7 "AM 7 lalay.l7 AppNd RmMm am P'afMOanen PPMaw- va wmm D.Pw RMR NwmMa•ma=-Ott uNMOPI-aWO-wL stamT MOM (Ml) ~Oo (nq 2,eaMe l2 7 APpemd Mao" am JwnM lMasewalwP R.Ne-.Lan tlwemm7: PnwMYAM PMp-+alw ftoOLO PM JoasnuN .P.L Palawan, PaaMYI pan2pJlm. NIIea017 Mgei17 0aaesM7 Wow" APPmm! ravum 2"? JwPi-wa.a.YM.Pw•LL-,Ma Pwwl7rr PPpwmgalm R.wLOWM Jft&PA PAL ORa0M7 anclow AM) Salem? 10rW7017 AOPmw = �"�P AM � m 0*001 � � O MU-PaNP�RgPwaw. IVMd..Na1MMArMmwraLbrwdPlwlda PIPImP-PYLi/PMw O.waawM.MnerOnwsMowmwPPmarUwaq d Nobel comp"WWoossimia"NownR MPas PmRPIMPw M9lmm � N"No lymaPP11MLRawn• RMMRgMM�MAPMMOr.umPPPdPIMdP a•••w daasYaiLrArMt alrltAMmrrmm emmEmliQAWAL ale rMmR arm eouibwMt aMmmheibMimt W m��o lrrtmeBeAR anumL rolAasare m� la manow.MNtWw A r a am amrmmMAi arrow LOER !Is! stIMIRMOw � � odQaB DwaMes va va Yes MR ARE &AomLmlidjmlkwALOMARAmmMmMm am&Am immLomsgbLm alsomiaLBPt Ammmdit a am ante iMAB .lams mMrmrt Ertrma am imolKwim ONN AU AmemmaLNe Ammmmaillm assitoEsia mmtmMWlwmart eMAi Mom mom BlillelAai moor boor 2 am vr.wrNraMwbhNM MIAMI I No Vi V.a NM , Colo" uaeew tlepeon dkip"o Inv= vim Vow RR RR 2 MMdMn Up:MNa tMmMSM•aP.ldy /2gtam Yes In NA to F1MIda DapaMtnetr of Buair wl a P da"100 RaoleMal IkAft codas aloe ate+e-at PhoemtAWGV@l AWkWIMM Dart Palatial I&" F1olthe oapalrwlaMr a awtnae a Progeraoi Raolralbn M A - o caaw and merdawda PmdoM AWOVe Applied- DMN Pw l an loom FiMNh► DapaAtMMam a BuahlMa a ProN.eaW A piton BuodMlo Codaa.Td sw7era. PModuat App-lid AppmsBon Dahl PAP1a11 um m FalMde DapaMollae a bnhm a p obnbW Rap woo ot"v coaw anal 91oM - Profits MWGM AMMONIUM aMd sow, rl mom esmD alas amtam mr mr OOLa am 51� m! !gym me of mltEMmBu mr JlMMMafi at eras M mr mrnMM1. art beMMill ant gifts Ott Oft ONL r at an mot mre om eater MENW AN MMAmrmm WOW aA.arm noaow lot alto as ammo. firers NwMO iRsaAHsm aMAirur rlamem A m MOAom ANEW Mott Am loom MIRYs Air SwomLiLlemM momws mairm sAtarm saLRReti aunt Ott- as loom ondmk t atoll ■ e mLauo mliot! 1oMtim boom aULa AMInm am rmwm MY AY Hall 5 Lpfth F. Odoft Pi nYi1MMt.PJL ,sea ? "am? IORI=7 Iam3m, APpwwd f&ddm M map naymop w LPON P. saw. PA IgM.LIaa.Pa. IOMM17 IEaMn tOMNM7 trims APpwd MYwwm MO ON Nrrwam MMwMNMDM J" KI0wmbRM ovum? .amO .7 Olseaal7 ,aM2mm APPWN FAWM 300 VASO hMea Pwdwwa Ma w•wdun Ala' M1069 IAww awMP t0/na017 loses 7 100tL07 1XR7017 Apmmd awemw,7%ItPN11Ne walmam. OMMalp tom OwPtwP%PaMvMm paoM tO.a21. PmAfwN. pI2M7pJlr6 GIMwMY•r" ama7mml PI4Mlas OMq M404 Oelwaop nwwto ("7)4"0M Pl.71M "030oim p arms MMWtrneNoawM M1rOwlwprye aah NmPPrwi.MMmso trnLlePrespAePlrtmdpin WA NwimM•rw sdM.ls.eMwR 12Mwyrwr MsnlidwnerMwmm O..a.sore2Mard: awbrla rePrt•.w• OwwP-sowwMdtwb e�wYwvw.IrPwmiwm w OwwP�twwdowMR tmMwMuw RwPwRdwm• OwwPinwwrwtwR twMwva.nwPwRawe w PMn1w MtY-md/wwtMat rd MJwMMM PIUMd Nw-mlwww erwww dYrdw rwjlMNAmtawadrd Iwwwd PMMM 7YaRwwMw eMwww dYdY MaMLwwdAwMatr. tLwwwN PMwIM Pw-m-wwow w d'Y�tlw nlwm�MAmtmar• lYwwtl PMdM PIMwwMw M~ irmtAMlmm sooia[mt AMEtwitmt MEMO Dort BM atlMla godki Moat Aomltme Aolkwo hoer own nANDU Mb bO FAO amomluKmt aosiAmmm tram Dols dM dboAmAsm DMmAREmt AMMMMAW a aFAMmiLmt tree OWN W bMAPrmMl�t l It�tDw MIMi aOreMAi mores bEE alma ArammMMdmMm orMrrameimDs roll mrMhtMs bdm BtO Mom bummmkowbobviLmmeaAmmMMrnm amrMOBreleare rMlo arWMAi &Ann z M are DAMOUbBLONIKAUAM AmAMtameeme mOOOilwMaaw rWMs OrMUlAMIR mMMrw boom 06.Mw2T.emtawl vwsorONrVaalawal tan+aMe ,m Yes me NR 2 RO*rtJIMeTYpioteM vwra.rvMaMaet 121af NO Vow Ns FOR , QAPAIPMIIwdalsoyln PauauM.wMMMw.•Ia.MIds,IsR6abw 10a0a01. MaAr...w•1rel.Mrr we Yi NR NA 6 R&MUL Aglrta/MwMMapPNtit 01417A011 Yes Yes NR NR Res t CapaltnMarr a alnhlaa a PM ftgdww RplmMon ft"V codas and ai.,aewa. MhoalmtApPPovd Apploallon DOWN Pw..,r+ ,-a- Flo Dapalhwni a 6wtraa a PloMmisim el Raodebn mddrm cods. and.word. PMod-ot Appovd Apploeb- D" Pop l rl loan. Rallda DaplwlblMalk a etlelaaa a PMaaaeoMnl auadlllo codas and o --- - PdoaMttAppovd Applodon DdA �,Mwori. BI/dro codas and ar7lar I PModaot Appmvd Apploeb- DAM �vPee s MM� Dt E�2L Noe mr Drtbdm Dot M!!lWoam Dt unto Net at aaboim no aMla� art Sisk& .,r Nt manat barMMai ant iMut NE at IdLem" im aE mots hotels loser loamLLUi ..roan limo &do" M WJi immo firm ale aorN aEeeleo am" nob o LLomm Ndkw" rdMW ammo 211CAmommid arse Mar! DAM lwm Modes gum aoreralaeme Whom loom aiew AWL&NO M AMMO am ale MMRR M OMOK melt iwrLANo mdmmk MNNtbI &how m iimma Aoed am hoed. am LV.10mpMbadee TboaWMAmMrNd TWOMMM &"TRPMwt LMMemOm MOM? lsma 7 NMTm? 12Maaa7 APPNW RRab taw LV ThO Mw.MadleTOMMMMawmol 7•w7CNOMP 2, 'Otpow Moor *won /tM07i17 IWMW" ,OM7AN7 ,aM27Jo17 POPMd PIPMdn 2117 LV TMnawama MTMwpiNIAINUM ?"CJw. bomitpw1 LaeM Dowdn iwiom7 lom. 7 IWVY ,7 maw.# ANVOW R.Mdm Zan LV lb.waw bLdIGTMIaraMmammM Twokown boN7RRYN I•wr *mom 1011a0017 ,OMasm ,ORTa017 t'Yw2M17 APPmmd shlweOmpm(wicm pmatea•M P67/M1 042004.M M OM"W(FAWM (1"3)usam PEM M, p"3WI.M uwAboumpPM(MeMoo) PM264 M PeiaM+ 01l2004.w I ONOW(tAMM 4N212I.alm P&740M 0420?1M0 �pI rnaa -wPRaanwlMeMnaaso OwMrwp Rooms 1wlilwwMrsaaiw CwewI I Nowho sow.so CeaI "Peat Im>♦emwlwam..ai� ..bO.Nerp nraaAMwwrws.MwM OM4-ewp PMiaMMwe/mMlwn arPwMawp RmiOMenMmYs.atwri aROMeemp-mMNMiwewlmMlw n awpwlPwl./MPneaap atoww McWaM PnMe1M e.wat ale•ww MM07YtMwfvMlMwaa aPNww Mw,Mw PNPMM eews9 aPwM Owww em ogooke1•Iamwhow*"* Oae�w•teeb!lMMdmPPPMaM• OiRarmrYAw!d.NMrnPNPeddaw• • PMdn-e bW"Asoeawralured PIMA Pm-awnweOo•r !M•ew-wMleewdMMteatr•llsowrdIYAte Ndnmmw W~ PWYNeMlmadMeeaelr•llewe•PM•Y PwhNNO@Ra me PMda RejMwdAwtaaraU mad P7Ma Pobmmww EN~ namebAbman irmllMMsmt aemmmaltme amummft m lost eels aomiami m soma AERwrmm humou tar am gift amosainrr somi1 imomitlb ho moult am mom amrNemanshm ammLmU AMtmmhrae armMmrtmt Maw arm AM AotmDlmrmm mONRaRmiaNt ammo addik B auk" boom set! hoomubi&mmhKKOM[rmmtDMMWMm NLomRisommmr tMMNK atmleMaB m•Nmt boo aeu EdmmNltWom aPmemmmmmm bkM aNImMUS noNtot ft r Nam botRGmAAm mmdrDmtmmNE mMAB em mkm reolo baleen I Maw RrTwomogPNMwtl asmhrlm 2BI&MbMmvwmor>towm $&"am Yi Yi NM NR 2 TA1000 as"MogavM 10a Oa01w20Pt No Moo Mal +04" 2 TAlle00awalPs-sdVnern-nadle 2BWmbww wjmowwtlans0 bees oame . Y•. Vw lw NR a 21waftwderMlmr ammo. OeaMIMO Y•. Vi mR lw FWWD.palblMrraBWMmaaaPlob wm A 0WmmNon Poplars addro Co" dole atria-d. team PwaertAppWid Apksftn Claim MMImIMlan an Ym mdwm DRUM iimbo ummmm MhrmMrmet SIMON ism BOAMMA M Ado omwmwn man MR PMddM 2M RWPrwlwPmdwaMMl CNNJaM J2rsL Mares. P" NmwwJwso Perwr, n11Ee17 IORaEl7 laa7aa7 WOW APPws.d MilOws6 Rod" dmwm mokob" Aw P541.12 PM)4147887 .mlprpot Male Rewaq.polls fMePawi!-aMb BMYnemu R earl ale a lsi.l l..w bobw aLNNrdPMAa EMISSION AMsL An/Rimsmn OM�m m1MOB o ammotaLus i Azs-m a .•RNIOD-MotM-IONipli apt tMaa0A2lAbw4w MP.rwd.wMYaned ,2a,JEe Ile tw Tw Ns Pa De;-1 WtOwileaSS&PialmWoowRapuleaon owlrl BWmmro codes and Srlldtl - loans Plnded A WOMB ANO&do- DP W SMIEW In lit. Mtr� Dow mu Mr�r uAa .atom l Ym boom INLAMMOK AMMON some ralo w 2017 soofteftimW o"M TNMmJew w MAIMSU nowisdo 1M7Umeor IMAM taeaae0 1001Aa7 Amassed 0.-er2: Pawae ""gum artier lLG polaommol olwleua.tPwRaeap7mr ommsawwwPabowm OPwamwwMldsawh lmbPaiRlPrt.wm. n• Ps.O.mMwawa..dAP siiMteRoe hommirLmt almrmirmme am mom arm CoNdAmidMm Nw■RrwUrmot rues mrraMs m Ea N awMPMt PIKP(dk-flit CA lose" 16 Yea NR MR B EL2i Flonlda1) 1 1blaw'aBuat1.MiPwMwo Ra0-1 M,rl BuadroCo"ImilisaMwdra. team Prodaet Appavvd Appkadlom Damn nauaamA so w am Bll ft M0900K ore ink9ga t mArrmat lium i Ml u� &O m ear REAMN WIT LMNraM Qa-aN-,memo AwNWOEW JN LN$doww.P.L aMMMI{MRP9 p00N2a.+l 11114M 2 M M20int im mall as Apor aroMelrnPtPWaPMMrW.Mwr iNMRMMwmiM w•oe Paw r.r MMeaa OIp W P Oombmmer•dn a.MamRepmtrm ■ IYw11Mt1•��r ralJemwdPMswe loa!>lOmddst DRlremom ammEwaLme annourle U" arm ale beAmmmAr■ asomum mNmat 11M IC iMItMaO mow bolt + DddwN- CM {w Raft F*A wPPNr Pink rAdvad aN10E1. NO VIM No +lFAWJ IYea. W MArM.eNd f. PNs.d OseY. Fkv Dapmtlonl a BWnhma a P daw1w Raga l k l Par lrl &+term coda and Otmaeds to" III Apr" Appkdoe D.MM Oldlali slam]in Y r m�wm M mdm= good mmmauo Memmwm MrYm ir�mm AMEN Mee Italian 2a0 meMftdrsi nYlta-e arew7 R.mMa ,awPNeJNNwt Wwwkwob"Now "YRIMM pmj2Ma2t1 sreNMuc pegmtolm MOM? ,aaEe17 IDA Ne17 ANPmM t fOwMmrpR••-sun .nePrelwMmraAMdi OenOmwP.sewR.w 6PYre. RaPw1.M11. Is PnwOwdmNMaanOatr MSab�Lbiilo amAlrMRm immmmlKm dommou [ml am son ale bMrmaremn■ m mummomd wan hues arrmtMes aotMw bs i7 aNNwP.Oe•OMMPOWa,NNI-w OMR aldw.aMe, RdPNb-arwww.CA MOM& no Tw Iw RR .Poormmlrl.mN Raft Depalnwm of Boat... a PMCheeks i RaoWidon Poplars Bulft code* lnd Show ldraa +oa PM"ANM" Appledan DMN nollim zm rum mwmmkmt ear i� SWAM Mrtrema m� ai ran ��msa w�o dome awlwan am aM-PM M,Mmiralm 7MIm.Jwmd1 wasola avit Nlaw awwww War "MUN7 Lwow 7 laalaa7 APPwwd OwYewatlMe-N p0a n"am; fthim L0. nalmo/M IM•tp Roolsolaa .IalMw�mw1l MMi It.awItra/mIte� nePad.awa ■ DelreMMawM eMMmsmacuMM ioiiLmM row Dorm im 1llAmarewm DORimrmat iM1i aMrltlas iMolrl bml0 v va m Oldho Ptub-pow loxwom No ww NR NR onaAamt Fbi Oapohtnlm aBu.hmmea P Okeft RaovWw Btaft codoo and eirweawda PModmeM Appowt Appado- Data Iwlrt Imam. M!l1Mat! gift slam AM moron Molbm= Dow almodkua larMmm lYr . INSr YMISS111111 Mr! MOM a.n redrAowdllanNlLmm UNION MPem wow uabm ambdn oavtvfdww 7DN.N017 1amaM7 loom? Jlnsemd , g Room pea 2e.a2te awe M U& Masao M INIOPRRIM"1Y Mww.dlwNl Oda. GeopWA mOdMOI hWoftpdaem. w PwAiLliwb•.ew6p ,. ewwP.M•ca.r7alr.,arr.•wM er. MM lswee.IMd.renL IN la%LWS ND YM Mw sow PbIkM OapmhnMm a BatMuaa a Plokeft RaouMlon Pwa I r+ 8uoetlo own and seMleo I VI M$ Plalmat APpoVd AppmdaM DamN eMMult Sam �m �ol Dee � load= Glum aLrtemM Mdu mall l 111111110 Ar Allman 2 A MONSOON NIT ewMMrw-aMlMd,raN• TMnrmAMEN WHO Wilson MPPwwas QWVKV40W lantml7 1oR17 IENM7 APewand awgrplrea. pagaPoa2r awdonUa pon.eat.. owtawywFMe- "M aiwedwwwwMapw.ws RwPwMMs w ItwamMe•wis-� da�ML� somum MER ammumatwe AMrmmDtme fist a" iti EOAMrilmmm Os mMoi aM mam OMASO a n a Yom M-imlmb-lae•MN wn t MMS we YM w 10 aMELadlt F1oM+emDopathlleldaewhlweaPro1Wft RmlpMm Buidllo Coda. and Sewlduaa PJoftdAW vd Appledon DMM tas.r MselMNalt In ]me mmomem mow admaau. adNN" MMM�wM1 AMMON al3Aemm A r Me& -wvmm am medPAe-a,eNMsAmM ,InasmJawMK w"DUdNewmobrmw Ow7KWAW ,2MIaaa7 latem,7 fowLq 7 APPwwd p0aMnwm Ur. (m4MaDM0 .0 .pRM�kown Oiammrasrel awM.Paw Now lams o Iw.d nm ewhwa oolla o elrotlmrt Nz AkU am2000L ore am AMNON 19 on em- Dww"awr. maw was Nomase ItrPN6•LdrvaM FL lee4m. tie I" 11R MR shwa. -6-+ N N cn fU U N Q =0 O C . � Cu U n- cn M O E U- O cu M cn -0 (D CO LO- Q D ._ 0 c Q. Q a z z w J V C: 0 m e� �J CID U IN U) 0 W L Q cu CL U VCD O L V `M� W W a z z Q J a SHEET NO. PA 1,2 eaaa�eaaMl peal: �IlRka-- .0 s:.Yc_.da.. •. s d ._ _r..-1�.5.>=_ ..0 papa. r ._� _ _ _. •._�_ar w,y�M• u_�.�w�.a FloridaDepolinto ofBuakwu&Proh■foiWRegubion Prop,al Buodkg Codas aid Standards IMM$ Product Approval Application Ddd 68aibm1 Rft mrut go g■ adLemem 2ma min YA Md akalraom arar addrdtatMan Madam mL ldaroro Am MIGAMMMI a■om Ann IMsWdr 2017 coral Rosary i MUftlAft Thomas &AM lmgbw Eubles OryW. WaMr IWISM17 1010112017 11O121/1O17 Approved Cabyey: llodkp OM200-M 8erNoes U.C. (206)0644t60 tnkaae9e4Y P40a19 Tin BomssMmmaltdboaat e0 Caaepaasa Waisd avaMallon Raportlroma m Prodel HeMrellon En* B gooLdr akmmo dbLum hummabLum taut gaol■ Lae noau&FAM NomaGait2rdaLa go o asalMtl■g■ kna QOML aaa aolmot 2r 20 canary a0D-Sh"saw ales FIat PmMs-LMhW CA 10e402O13 No Yee WA NBA arMLad ml Florida Departmtrd of Buenas & PmbnW W Regulation Pere 1 a, Building Coda and Standards vMi Product Approval Application Dahll 6afYha lens slum 20 21os 20LBOdo LM MOM >dom mombd mt eaod aameMitraa Nd mil mt mod" mdMaYr tlgas®at ada■nr MOO Ro"MN 2017 OWN protection Produce. I.I.C. Terrill", as WAKATaJr.,P.E Julo W. Knnesch, PE O660=7 O8131=7 0e111MM17 12112=17 Approved de44Vor. assure (OKS89-7m PE4/197 (054)7724M aMgbeoeyr. cam Pantie an.aebeMpMd.Oan coepta am a~ INYalbn Rapertlo n s Faaa Re91 Arahbot a a Lbeused Pbr9M Plo/eeatanY ElpOreer niimzkmLbukm gMILLar■9aa A M VA&LYae ad®MamGlm am 210 tie!ik&LNNNkKALNM In HMO 2ddbJma Boma Lori■ 1 20 OW Oekambed Stet Blom PW WMM¢ Cempsbd aebedaW MW MM P--" ■hors 112111112019 Yes Yes Yes WA or act by *oft a Irov d Muftorw proea' Florida Dprb.wM of Buss ness a Profudialm Regulation Bulking Codas and Stardrdt ,aaola Product Approval Application DMaY mmosysm !u& Askm 2MR lira 2dLbOsa 20 m• Inda NModld m allow aM2manAHlan )d MdEM Ya10mIr bm EW.ANE I a■■Md Rho ft War 2017 Olobd Probdb Products, I.I.C. Tm ill -I W1eer/L 7aa Jr., P.E. Jesse W. Knonvidr. PE 0om M17 06I3141017 Sam 11=7 1212Q017 Approved O+btemY: chosen (904)a9.7046 Pe44167 mq T124M4 IuNCebtrY: Slam Pane eOrobbsal�pect.ean Compliance MMlot [vaeedm Roped ban a Rana R4lyeareAm hbd or a Llesrueed Flortla Probealmod Engler BatmmMM 200LaaMala amundbLIm a mmouff o low goft hug EMMJkd&NmhKALIM entoLREENU Smo mLtmbdNL2& In1092 29MML0� aadlr Ct� 2 24 OW G&Wdnd Seat Sam PWWAWMiZ 0amapaYd98rsrnI Seat Obn Panerebl0 123120t9 No Ws Yes WA or rat by bade to lnvMsb,rrlosi probctbn. PLerimmm too min lld■s mimhd L Resistant WIT AN At asicer Shoals end Gera CaraMlc ales lsacial toy: Storm plareb Caaprnee MAarh Evakrsdon 114WIRst a FbrMe IbyIMaW Archbald or Lerleed Fb PloaMeemW E,peaar da1LMalGtmar Lae 1 249 Sn11p; a498 OBMuleed 8e I sane ism Florida Deparbmd of Business a P ok@Wm W Regulation BL"V Codes and Standards Product Approval Application Detail plta / a, 1avJwa saw 20 go RMLB� go Sao" aerad&iMaaa 3krtMrae 3dalMer aM9Mam EWLAemt hound AMR Maim Bablad Red L Beems ft P.E Troy 0 Ia0. PE 1001112017 Re#pply (00/) 7124a2 PE404NO (954) 94748M Moore aIM�LdaM■01e anouLbLum haamhMLlMa lmr ail■ Go boumod" raetdombenam lBlaea gummL a am*" Lam 2200 bang, 349M Oobaniod Seel 8brm Passe 12Oirms No Yw year NA Florida Depa b to of Business a PtnhelorMd Regulation Building Codas and Slrldrdt Product Approval Application DOW pM.1 a l 44Ww4 Florida Deparh7wnt of Business & RWUWOhW Regulation Buikalg Codes and Standards Product Approval Application Dataa Papa, irt 116=8 Floride Ds part oil of Budrms a ProfieskmW Regulation Building Codes and SWdarda Product Approval Application Dataa pap., a l laws Florida DepaMwrlt of BWSnMs a Proiaebrwl Regulation Building Codes end SWdrds Product Approval Application Detaa Pap I a, ,Maws 6e111!!! 2mM air m 2re 2aM goLbomm go FLStSSS L 20 milk= 20 lire 2aM8000s go dtl■!:0! hurt amadLat gone gee DELEMON art 6e11mal go0e adaL9c 20 20 2OLbot lira ma 3NWo OMitm faSMlt aeIlIIM1ltglda 30oalolatm NMIroM1 IshoW HQa®a Allier ONE BM AMMt nombw m aMrat .iriitoase NdarllatmL 3dManlr mmm" Ogde®i a■oo amm tm Iowa tl■io= l aalut iadeeiilers Y9lrrelalt ldsYer igdMdlo fACAMM l a■■Mr Mr■ mg 30IMM MMOkIN a ga9lot d9l9esh aH9et■ llorrWar YatrrMC LeMtMr E6d■■MI a■■Mr &"a Revlon 2017 r1we9larp Cespalwb Grip Yss akwBLwe WDEvokaeon Barb, LLC Wr M.Reb4PE Om19CM17 0911741017 0110211 17 Approved RBvWes 2017 IfW WA*q Coileawle Grace kle awl LOOM MCCDA"m Swive,LL.0 WaawaLRedwl, PE OW191:1017 0111111172017 09a141017 Appmvod Rorleb 2D17 rlW Suk*q Con"malls Group pro. bbrttaeb ICC Erakre9en 6eMve, LLC WeanYRwWLPE ORMIM17 agwa"7 Oar1112017 Approved NerMon 2017 rrw Group Compensate ONO JIM Stuart Loeb MCC Euaaegon Brsles, LLC Violas M. RMded, PE O201WA117 0e10712017 O2127/MT Approved Caaagay: abWrat oareersnb (647)9164473 (4MO614917 CeepO)r. Bbudaal CMFODn cts (surnale4473 (407)aN-1917 Cabpay: samaral ooparmas (647)91664n (407)881.1917 6rpery:8euduat aenpaileds Wnsla4m (407 SW4917 tebCeleaey: TMee plat eWrbOagMnea mn ta0Oare0rF Train Pain sewYQsbbstw.oam tug: T11re Pula am .call Ca�aaln Werod avebiatlorm PAPMban a Canpeere Wtlted EnMa9tloil Rapombom a complyaw Evaluation CaapeMEvaluation Report from a CaapYs Y9aa0d EveMrlbn Raprthan a Pnduet EaalaIM saw PmsW 01911rardilEctib Prodett Eaallallon Eno Poo"avaaaMbn Entb atuoh.Es� aasmmLML1Yt hemmium r■ girt 9orLhr a■WMrme:Mt AMEndmtloa Imr goon■ tip guereaeroomt s omuffAm aarhMrmLlm blot 2rla anoLaarooee auomodAVA a howndhL t klaar Lmt La! GlrWgtaW■9a raI■ranoiegra lakm gummi00a bit" Pare Lae t26lr2m2dim rAeotitOilMrtgre 1111.1 a gumdL lM ardor Laos ate Lmssuamm u >rmenrlubsO 2* In KKR 20ddLM aWr■ Gahm Lae ftLIOLUBOLINekagLan Ln6e2noWN 90031FAdMOULM In WAR 99OWL OQ amhm Gar 1 rTW BCOIApb NOW aaeayll B4 camp: M MMMCenodrpeb 1231MMii Yes Yn WA WA 2 fMlecGApb Neme Plato RUN Connecter Plate 1341 2 Yes Yes WA NM 3 r1W BOGWOs Imo Mail Caosdw Pee i2p1/M22 Yes Yes WA WA 4 1TW000/A0la Weve mom CorANdw Pee 1211ran Yes Yes WA WA anmLgdm LrLaOOI L■Laoats LrL2oo■ Florida D6p u biwnl of &nkn■s a Profe aWW Regulation BulWing Code and standards ProeMct Approval Apptiaatlorn Dana pap 1 a, imms Flat Departrnent of Bwkwa & Robuioral Regulation Btntidrng Codes and SLndrde Product Approval AppNeatlon DoWl Peg., a, howl Florida Dtparinwnt of Baniwa & PrdsalorW R4Mpliation & Mdkg Codas and SfaMrds Produat Approval Applloaflon Dana v.pr, a, ubxle Florida Daparirrntrlt M BU9kwe a Rtgnhation BuWkg Codes and Stanndards Product Approval AppftWon Dana Pip, a, /ow$ gmtrnaa god Poo= 20 gal gozmam are 6W1W.M gore lltlkLM a■ 20 202ma a 2me tLMW..M gob al■Lae glue gal 2MLamal 20 vton Lm Sorel LIML9L 20 am gowboom 2Ma min Yam amoom L lave ANANUAll mmmo mt fllaaam Awmar URAN■at AMMM trod ma mom Mo wom 2mor Paor.LAaia9L madam 3d ift amoom MWLOAMMI ANON and rot !told arma9YOL fed■ aoaMrcallalela )battw if maim mmllm [lgaooeat atone M" I= Now so m im fa" ao iNVAU on MONO" maim A m EWLAN IM hound mom RevYlon 2017 Minsk b*1811ee. V& 0"~ RX Evaluation awyb, LLC ICC EVsbBon Swiss. 110/1aa017 10H241017 1042W7 Approved aavWes 2017 Mlnek Indust" bo. OavM911111t IOC EvoklOm Belles, LLC ICCEvo►edow rvee, 101,19rM17 10M91M17 1a4T/M77 Approved ft lob 2017 Walk bdWb"Inc. Dash Man ICC Elaluon BMan, LC ICC EveMatlon Brsb, 101190017 110192017 loa=17 Approved Rev1" 2017 MrlakkWUWIW kq. DerM~ loc Evabaaon eeiviw, LLC MCCs mammon arse, 1OM9Q017 101,11OW7 tOam? Applov80 Cete0 I awkind Campo srle (814) Mi-74a L1C. Cena0rT shokks Components (314) 561-7410 LLC. 08egey: SbaerW Corasawde ()14) 061.74s0 LLC.40 Caegwy: BY,ran Ooneonerde 14) 1J MlCebOwr: True PMb dwarnarrrlam 0" 0994100 MiI alas Taus F99bs uh.atOrltoan 1705) s9e4s00 sapoaeae4Y: The PYMn dawgrra non (106) 09P9s00 M10Oeee9eaT• Trree Pm dwsiermLoan 12dd) S994sOD OoepaMw YM,Od aleYlellea RepMfroMa Caasaas MWw*I lrltlon Re0er16oma Caesarr MMIsE laabuMllom importbano �EM� RaPemlrom e Product e4saM mEnd product EwdoW nErdly EeMuetioru Enllr 6 aWaLar 600=dmLlm hoMffA t)MI lour gem GMVXArma hlommm m hoWndW." kind gain ��P almLA■ amarmaMtie dka0mMraMLa a" arm No eomLdalmt an■Mduum Ammentaft kM 2aMg See alewamokft r mQrt Infam aaW.Mga bwW LMnr roue smsmamMbLumlt Inlma 2MMkI a Bohm LMamt Sae Imast2namu rile Inlma gwdiLtaaa norm Gate intMrtWad■o gtlMraaMWegme kLtl)aa aYlllrtlmli sokim Lana 1 MIS" 116yLellpa Nlk e, 0- tus,arleraerpnoae 01A1IM73 YM Yee WA N/A 2 WIG 16 as, true odaaabrpeb olmrm Yes Yes WA WA 3 Mriam 1d gL high ekdg0u bun aoarsactor pab O11101irm Yes Yes WA WA 4 MOD 2119iLeueesrrsctorpk8e 0lmrm 3 YM Yee WA IYA to miama III ANMLQdm III Llmkaa III LMMLG Florida DepenbrnarM of Business & Prohniornal Regulation peg., al BL"q Codes and standards Ume Product Approval Application Detd PLMMae fora Llatr 20 20 20LEMON get Min N =ha mmmmim 20" smmwLLU� mmmm apt Yaa11Ma BWm ISAMO Mt a®r arcs RerWon =7 Wait klI VA Dasd WM7 IM Eyaaati0n awe., LLC IOC Ewkaatal arum, 1OrIVA17 1OH911:11017 104NM17 Approved Oebery. ftwomw Damprb (314) 01.74M LLC. litre e - Tnaa Pbtn ewwnarNl corm (M6) 09949M Carperna Weed EvaaaIv Raped Iron• PIOd11d EYealagan Enmr aomtaalrkn aaolMs Lomm ammmmrmtim and 2aalo ore! GIaW2rart lMdMrlmbat2oe it = 20man M ENNO Gam 0 mraw M ga. Maul aYwal bus oaasal0rpee o0Dom Yes Yes IYA WA Florida Dap sit wit of Busiwa & Probational! Regulation pop I a I Bulkiq Codes and SWdrrN 1/1112016 Produw4 ApprovalAppacaton Dthg eaM¢aa ga me am BM MIWIWM JUNdE of more Lmatatattaaaa MONA ml lM d &&and � AnniioN adds Rm Men 2017 Nayrkesuer Nob Beldwb ICC Eaalin9n SIWWW LLC I A Red - P.E. O511=17 0d2am? 07111741017 Approved aa, a" 1, Selicteat Campawan Rs81924-M7S Wa)sse-1344 eumearory: E onswo LWIOW Nab.mBsdweets""I Product EvdMm Eaft Repwtrom a ever oom E�LniMM 9lrrLdraaa AMMOdmwa hlomaitJMt Oft 21do Lae ble oubmaot faeorb■aMo2me Lima maMLJ Lao m Lan■ 1 '-v A nLVL Lermareeed Vessel; Unitas ossiaD/9 No Yap Nat WA lam2lOY Florida Depannwnt of Business a Professional Regulation Pap, a, Budding Coda and StendeMt 14=4 Product Approval Application DataY BANUM 20 arrLaL goo 21k alltraaa lire Boa moon nombd aL Boon mlMlr hlmlas iftom&mf 3wid" AWN O aaa■ua ho mi mom Rniebn 2047 NbyrMMar Rik owwar lW EYeaIMUan Savo, LLC Jewess Roveran, Ps. oadmil' 0&20 17 07110YM17 Approved 1ab0, - SYualird Carpon- p63)9744470 OW SWI344 81bW aa0er: is -1 MO Lumber Raked9ekMe0waywke Product evaalallon Ell*RepaHrom a wsenoom amo L21Il■Sn ar■ mLiK t amanda Lon tie lima Lag amoML2m arm fad mlaaa gwmLtma a■ILMo tern 2 Prelim PSL Peal San Lumbar 03M41019 lip Yes NM K% Florida Deprtnwnt of 8tnihwe & Profse9iornal Ragulallon P.pr, a, Florida DepaAnwrnt of Blohm & PmbniorW Regulation Pope / a l Building Codes and SWdrdt Product Approval Applicatlon Dena ,MM,a Building Codes and Sfardardt Produnct Approval Application D" heave# deYi[S Paco IaIMLa gee Lo 21olt m 21k BAkiZ-0t furls adtoLa[ 21b Lr 2MLbe a 20 rare ma 3dMm redAaaL radlM LOMaacilooa 3loaroraM Y11am su M algda®al ammo Odd rot Yalu 1M■Mam gaYn amtlriLMor NdarrrmL )MWrlat &*mod alaAa■md aid adds »rg Yxels, ramramurx Rneb 2017 WaylNhNMW Rob ftk me ICC EraMaalal 8erv', LLC Janes A Rov ram, P.E. oetilm17 062O12017 07M311017 Approved Revndon 2017 IMgWhoerw Nob B9Mwe ICO P . .. 0em . ' LLC JeinesA. Rasones, P.E. O012202017 0W20=7 07107121117 Approved Revision 2017 Gulf Coat Supply & Menuectuin0. LLC. Cteyay: eerlpad Coneeam a Rs3) 924 4M (11"09.1344 Caepa)r. rrulumi Campdub MIS) 021. M loot) OO.1344 Catpay: Rodxlp &*666 9mr. EpeesMd Lur6w Robrl9eMw9lOwyMa se0OaMasrp: FipeaaMd u lbw AcloWL&ONWhmdeyMa Subtatagory: Metal Rooing aaiisleses WBgd avebMlee Repam Soma 49MLOo111 Owq/MIss MatlaE Eukrelaon Repoli a 411aw CwvpNrra Method: Evaluation Report torn a Pnmarl EVabeYon Fes' Product Laakases FJlh4' Florid. RegWered Ardtbect a a Licensed Fonda Professional Engineer 21arLdarka admalmWn ammemabLum kieam RUN aldaLarma AUModaLum a■■Mumlm food ➢Ills ant ! aiMt2rdmm raoolalMtlO 2ml mla0a maYMl00a amino Gam Late Game2drddm fMdMnaabLa2■ kLlma gakrrelaaa Rubin tame 4 TJ Mn Bored S6uabW Crmg0ete Wrbr or Oriented Sbaed 011e1MJ019 Me Yes Nm NIA 6 WayaMerw last amid OM9ed MAW Beard !lain Bowd 03OVM19 No Yes WA NM core Praead Yodel. NUMw w Pam. bowl Ran Beets 1 0.032&qud; Aluminum 5V Crimp 2 0.0328,qud; Aluminum Gulf Lok Lmddaso 3 4 5 1&quo; 24ga. Gulf Snap 1&quoF 24ga. V*rmLoc 1&ql VweaLcc .032&qua; Aluminum 8 1.5&qud; 24ga. Gulf Snap 7 1.5&qud; 24ga. VerMLm 8 9 2&qud: 24g.. M.g.Lm 24 Go. Gulf Ldk Florida Daparbntnt of Business& RV%UiorW Regulation Pap, a l p.,,,,1.� Florida Deparbroi nt of Bummest & Profonwal Regulation pop I a 1 I0 24 Go. Gulf Seem &ildirg Cordes and iALW O Buldlrg Coda and SladrdS Indiana 11 24 Ga. Gulf Seem Product Approval Applkat1011 DataN P4DdtnN.k Approval Application 12 13 26 G.. 5V Crimp 26 Ga. 5V Crimp !>sIN3d! f3att2lBL 14 26 Ga. 5V Comp 9ok Lti1tlt 20 20 2ekDON 2da 20 adY1L0[ 20 gel 2YLlad■ go 15 26 Ga. Gulf Lok ma Odom mEmbd m VAOM OoIMletatl9aa ld mdu mL 3daool SklOW EWLANW Ml hound Lam m• mind■ NMN* Me good aaiercAlMeor lid kmu mL 3darour Am ageM■BL a1I■dr mom ResYlon Mil CAffr4WFE Usk ea or"Parma YWnDtle am cat MImM48*01000-VAL 11H4411017 11O0141:11017 11121=17 Approved Norman Mil CaruaeW Ceedele Pmdcks,lin Ra' GM TNUYN. NUYNN idea any 1614011017 1W13=7 IGMMMo17 12122017 Approved le 28G&GOL01, Oa"Pow. BeaalalC Ito s PladisM naodund n a rent a (513)GM-4541 (7se)316a1111110 40wiasOesMdMa apm carpey:abaabrr cum wmb sebCabow. prodsb adodiaad rea Resga a (4/3)ae.37M PE40122 (359)50-011 PMmMaIOaOyWoo mn 17 26 Ga. GulIPSR Now Tedrntogy Ceaprrae Nor " WrnaMeri Mad a liBp CespBrse Modsd Eulla0n Raped arms a 8 FNMARp" AMtM or a Lkrntl FWAk tAveesbat EApesw g■.LA m hmnnuK m e■■MaiLft Odd tam e■aaaaboom ore! i 11M1n sbenyB CaNwe LYdee Gaa.egsorut farrraaMm amb 4, 0, 6, and 12 kWh adb aloe 0m11rms It = mddbi= Yes Yes Loma Np1 ft 1 WA Lae bEkILMON61MOALKBM go o Larara Gor■grarm SMo■omMbLagoM aammotwIML ammmo lliffm 291muma sm Now Bohm Qum fta 1 09elb PreesM or caaiwdr COnene Rodwe Pnes.d mapveaeenetl conmb Laeeb 0926=0 lie Yes NIA WA LaMLaoWa Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DEN Paps 1 of VAMIS aWIYat Lit tab Dag Pending: 20 lrai� POneor&L vrideted av 3t11MMW aldodu d PSCAccro)mt approved makM Eno Cava Daniel S. Kuhn Locke Boston P.E. 10112/2017 101102017 10/172017 12/122017 Approved (352)40M778 PE-75519 (334)3OD-1800 bku@gulfcasdsspply com Product DesolatioD Quality Assurance fr9mCctEa Aoaroved for Uss In HVHZ Approved for Use outside HVHZ Immd Registers Deal - p a Mn 0.032&qud; 5 V Crimp Aluminum Root Panel .Lu 04/12/2024 No Yee N/A +N/Ar over 1&32&quo; Plywood -108.SPSF Mn 0.0320ud; Aluminum Gulf Lok I S&quct; Wide 04/122024 No Yee N/A +N/A/ Rod Pad over 1 N32&qud; Plywood -116.OPSF %quo; Gulf Snap 24 Ga. 17&quo; wide Rod Panel O4/122024 Ya Yss N/A +NW-131.OPS over 15M2&qud: Plywood 1&qud; VerssLoc 249e 18.5&qud; Wide Rod Panel 04/122024 Yes Yes N/A +N/A/ over 15/32&quot; Pywood -138.5PSF /&quit; VeraLoc min .032&quo; Aluminum over 04/122024 Yes Yes N/A +N/N 15/J2&.puoY Plywood -101.OPSF , SBqud; GulfSnap 24ga. 166quot; Wide Rod 04/122024 Yes Yee N/A +N/N Panel over W32&qud; Plywood -116.OPSF I S&qud; VemaLm min 249e. 16&qu0a; wide Roof 04/122024 Yea Yes N/A +N/Al on Pd over /5M2&qud; Plywood -123.5PSF Mn 24 Go. 2&gud; M.paLm 18&god; wide Rod 04/122024 No Yee N/A -NIA/ Panel aver 15/32&did; Plywood -106.5PSF Mn 24 Go. Gulf Lok ISaqud: Wide war 15A2&quo; Plywood 04/122024 No Ya N/A +N/AF96.7P8F Mn 24 Ga. Gulf Sam 1Uq uc4; Wide Rod Panel 04/122024 No Yes N/A +N/AL93.5PSF over 1sit Wood Punta over 15/32&quo; Plywood MA 24 Ga. Gulf Sam, 1 314&quct; Snap Look, 04112=4 No Yee N/A +N/N 18&quo; Wide Roof Panel over 1W2&qud; Plywood -108.SPSF Mn 26 Go. 5V Gimp Rod Panel ever IW2&dud; 04112=24 Yes Yee N/A -NIA/ Plywood -156.6 SF Mn 26 Ga. 5V Gimp over 1 W2&qud; Plywood 04/122024 No Yes N/A N/AF131.PSF Mn 26 Ga. 5V Crimp Rod Pad over 1.4 Wood 04/122024 No Yee N/A +NIN Purllns over 1502&qud; Plywood -156.5PSF Mn 26 Ga. Gulf Lok 18aqud; Wide Rod Pand over 04AW024 Yee Yes N/A +N/N 15/32&quct; Plywood -16,.OPSF Mn 26 Ga. Gulf Lok I S&quol; Wide Roof Pad over 04/122024 No Yes N/A +N/A/-83.5PSF 15MJ2&qud: Plywood Mn 26 Ga. Gulf PBR Rod Panel over 15/32&quo; 04/122024 No Yee N/A +N/N Plywood -154.7PSF Florida DgmbTwrd of Business & Pm%BSWW Regulation pass, en BL Wrg Codes and standards ,Maws Produnct Approval Application Detail nhaaa m ma Noma Monk = rode esdrehLMre NdarnrmL 3rar �e Aghl r EIGANDMO ago 20LBI�ff �g man Re.elen 2017 WeyarlNW- Rob a"- ICC Eebden Service, LLC JrneeA RWWM, PE 0&7=17 OW21111017 071e30111111117 Approved CeLa9erY SNSY.a Components 0"924.047s lone)SWI344 S000abeay: Engineered L~ PAbWLB&WWkQweyadla Prodaa HvaMr9ti0rl Rapom 6ama rMw.00m En* aaLtaaalmoa hao■MrmtlMe aaamLmLlMe and Aldo Lora LMANLRI omlm fMat9iakablmOot mlma gorLltMla lnYoo Gear 3 TirbwftwA LSL Laminated sbru'Lumber 03031ams No Yes WA NSA LsoL� Florida Department of Business & Professional Regulation Building Cores and Standards Product Approval Application Detail Pap, 2 d2 WAM18 USA Proaaa mom Nunew w Napa SLONLAUWAMApwn,aMfw g pp use in HVHZ hM[d1fM1>kSla bog go".m gealm $MW, 18 26 Ge. Ou11PBR Min 26 Ga. Gu111PSR Root Panel over 1x4 Woad 04/122024 Yes Yes N/A +N/A/ PurNns over 15/32&qud; Plywood -151.7PSF 19 28 Ga. Ou"PSR Mn 26 Ga. Gu11PBR over 1542&qud; Plywood 04/122024 Yes Yes WA +N/N 54.TPSF 20 26 Ga. Gu1RBR Me 26 Ga. GuePBR over 10 Wood Purkno over 04/122024 No Yes N/A N/A/ 15A2&Wd; Plywood -151.7PSF 21 28 Ga. Grlatb Min 26 Ga. Ou"Rb over 1x4 Woed Put ins over 04/122024 No Yes N/A •WAI 15/32&Wd; Plywood -164.2PSF 22 28 Ga. GuMtb Min 26 Go. GdR7b over 15/32&4ud; Plywood 04/12/2024 No Yee N/A +N/A/ 159.2PSF 23 26 Ga. GulfRib Mn 26 Ga. WORD, over I &W&quo; Plywood 04/122024 Yes Yes N/A + N/A/ 24 28 Ga. GuM M Min 28 Ga. Gu11Rib over 1x4 Wood Puffins over 04/122024 Yes Yee N/A -N/A( 15/32&qud; Plywood -164.2PSF 25 29 Ga. GUKRb Mn 29 Ga. GdrRb over 1x4 Wood Purling over 04/122024 No Yes N/A -N/A( 15/42&quo; Plywood -123.5PSF 26 29 Ga. GutfRb Mn 29 Ga. GuaRb over 15aUdud; Plywood O41122024 No Yea N/A +N/A/ -146.OPSF 27 29 Ga. GulfRb Mn 29 Ga. G dRb over 1.4 Wood Pearls over 0411 W024 No Yes N/A +N/A/ 71160wd; O.S.S. -101.OPSF 28 29 Ga. Gul,Rlb Min 29 Go. GuWtb over 7/18&quct O.S.B. 04/12=4 No Yes N/A -N/A( -116.0PSF aaardr crawl Code Vision: 2017 FL p: 11651 Application 7WW.. ALL Product Ma„nebnw: ALL Category: ALL Srbeetevery: ALL Application Slaters: ALL CoapNaae M.Bod: ALL Gutty Assurance Entity Contract Bilked: ALL Product Model, Winnow or Norma: ALL Product Description: ALL Approved for use In NVNZ: ALL Approved for era outside NVNZ: ALL impact Resistant: ALL 0.619. Pre u ua: ALL Bet. From: ALL Oda To: ALL ^W W N O Q O N C a W M O O O Q a) C O U- O CO C O L ICU CU/�� Q z z W J V C: 0 CU Cn 0 W aa� ICU � O L- Q CIO C/) U O L_ V 'W^ v / m cW G Q Z Z Q J a SHEET NO. PA 1 d3 I Wyly14A J