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HomeMy WebLinkAbout1791 (TPA) Hidden RiverALL WORK SHALL COMPLY WITH P ' -QLING CODES FLORIDA BUILDING �Or E NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES ABBREVIATIONS AB or A.B. Anchor Bolt FD(or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft Foott Feet REINF Reinforcing BF B'rfold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) St. or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KtWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WOW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. IL ENN/�R� 1791 INDEX OF DRAWINGS W-yC14:111 •]4YN:1129IQ61 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 STRUCTURALNOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 j PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 0 �u C9 co —o zCD z a "' w p 0 W t,n r->_- 120 N � ��L3 U o0 m W ® F-1 M CD Co M U" O O N o o ¢ ch in o u') gi Q d 6 De x.�� =J� ,N-N z'z U)F_ ti R � 0. LU ,; �;� a Z pia jS fA m 4 LL Q Q W N ` " °n �:;:,;o o `.WWw. 9ENO.COM • --' ,•cam - 'ao �' '"fiillld�t" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W Z f or- oo Z � Z �Z W m Ce I..� (jJ LL 8 LL N "off® W Z fZ < LLJ o � 0 o U = U L oar J W�Co O A 1 ` a � --II Z Z ,--f O J In rl W FzzU lJJ Z8 g < a �F� Z O Z _ SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION No' 4n0 SHEET NO. C S 21' S3 O 35-SH w LU Oz Oz r W ON r �..� 30'-0" c�i in c�i `• CAFE 4'-01 FAMILY ROOM VAULT. CLG. VAULT. CLG. CARPET I& CARPET PATIO T `� 00O Uj I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 I I CD I I 2:12E) I I I I � I 9'-0" I T-8" 2'-8" 4'-3" V-10" 3-7" 5'-0" 1- I G RN ER VENT S3 TH RU ROOF - I II II I �L =-� --- -- -JJ M MIN (4) 2x4 #2 SYP C N la w I0 X I D.W.[�El: STUDS W/USP G S3 I aL - sa _8 IHTT4@ 3 OC7 BASE 2' 6a 1. '_2" t. g,s" I K DI -58LO N I 14, OWNERS' I 1 SUITE 8'-0" FLAT CLG. I 0. PNTY =uj `11 TIE CARPET C90 T LG. RA G :;f 9 JD 19 9 TYP @ 1 STORY I 5-SH -- O 0 ----` 4 o -� A S3 60" X 36" R&S r SHOWER 0 - - - - - - - 3'AFIBERGLASS AN J.F 00 RROUNDw 4068 B i A N O C Er C7 1 R w 12'_8" - 11'-4" N 2668 -------it R&S ---I -- 2668 H ... . B . W.I.C. T Mb 00 FLAT I 8'°CA BEDROOM 2� CAR" PET O 8'-0" FLAT CLG. CARPET AC PAD � - - - - - - - - - - -T--- '- R&S --- 4-SH 1• EGRESS 25-SH H.B. A O S3 KZI3l 41 H.B. ►�111��r r.. 29 ENTRY 8'-0" FLAT CLG. l R&S 1 I HANSON BOX @ 36" A. F. F. FIBERGLASS EDGE OF SLAB 2" rn SURROUND I BEYOND WALL K 2-CAR GARAGE S3 8'-0" FLAT CLG. 5, 34" _ 1 .I S3 I -- I I I I I I I I I I I I I I I I I I I I I I I I I � I � I I I I I I I I I D I I S3 L--------- - CARPET W _ 9'-4" FLAT CLG. 2668 -- -= --------- - - - - - HALL 8'-°" 10'-4" 4 4068 B.F. ff V� b �� M 4-SH co0o :71 2'-4' N 11'-10" T-0" 9'-84' BEDROOM 4 1 8'-0" FLAT CLG. I I I CARPET I I U)lrn °`' 00 V I BEDROOM I 1 8'-0" FLAT CLG. I CARPET EGRESS I I t7clip 25-SOH 1 A U) uj U O w c`r'., LO to 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 20X26 18JX25j S.H. 13 20X38j 184X37j S.H. 14 20X50j 18jX50 S.H. 15 20 X 63 18 j X 62 4 S.H. 16 20 X 72 18 J X 71 4 S.H. 11-12 271/4X26 26X25j S.H. 11-13 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 501 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 38 j 52 } X 37 j S.H. 34 54 X 50 j 52 } X 50 S.H. 35 54 X 63 52 j 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 112" 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. M 1507.2 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" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 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. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - V1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: y4'-1'-O" GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) � O L O 0 V Z M _ o z z Q a un o C1 (D cn w O w Of = E �th U o ti m N w ■ 1-- N M C M =g? U r7i N Oo 9 t"00 rn 0 Z^ FL � o MD. N yc :Jl N N e o Z Lu � z U) LU LU10 z O'�� Q�a N LL Wa\�p�t\�ti�tl N�� 0A COM Cr c t= .. .1fi 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 Edit on. Engineer s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o W Za f� o0 bhU 0 0 W X ��Z z Em O'�Wo U 6 CL Lu L W Cc r z � DC n OO Z Q _j LL - C/) W U J T I oz P I- o� k << Tr 0 0 Z Z 01 0 M,- J ��-1UJI 2: Q LLI Q Z 5a� �z�yy rYaF Lu ri N a CogLL1aW O rn SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4nO SHEET NO. 1.0 a o c co MIRROR /7// /7// OWNER'S BATH KITCHEN ISLAND O C7 0 F, MIRROR 0 �0 4 BATH 2 nnF F F1 I [FLi-- L L11 KITCHEN 0 10 FM-1 O M O M O CV o T CV OPT. REF. KITCHEN INTERIOR ELEVATIONS 0 Zo z� 0 W 4--JN �o O W Of F- `y v m N W N cn coEv LU = 9? U r7i OOo s L2 �o Of ¢ rn ti gv All SD. NN C N O O � N z°� NLL� fz! W Q ,; 6 LL P °' Z 0).< 0 - , o N a 04 9-6 m Q LL W N ¢ .1 M.1h c -_j 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 Cade - 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 Z Q U w Z�� �/ V) J Z !9 W J o�F�Fo U � Z W W Z Z Q o Ln3 O 1^i w U Z J V ■ I\ w p r4 a � W Q ❑ Z w�C JLn V-4 LJ.I v Q z~ CID o ckQJ Z 0s W O '^ 0 SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4mO SHEET NO. 2.0 ill , ......_ TIII.I UII _. le. (+1") 6" SMOOTH - TEXTURED BAND T.O.M. _ _ HDR HGT_ _--+ F.FL. 12 �5 FRONT ELEVATION - 61 SCALE: 1 /4"= V-0" 12 5� 24'-0" RIDGE VENT — — T.O.M. 1-'---------------------------------------------------- HDR HGT. -- —------------------------------------------------- ----- 2,-�„ 01 TEXTURED _ CEMENTICIOUS o FINISH ON C.M.U. oo co (TYP.) m 25 SH 25 SH ---- ------------------------------------------------------------------------------------------------------------ LEFT ELEVATION - B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA I LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 0 U zC" —o z�z d n V, C.9 � w �U — O "' t!� c t� r— U on m N w QE F— " N M C f0 M S Q' U f%j O p N 00 � d 00 ns M< d Al B D• N N V� N y rn o0 LUN Z ' U)c; 4 w Q �LLo w LU -N' Q LU V Gi E"t 0 In cc N Lz wSE,I•` f • J ��{ d' � ' •+ •.:..,� o to To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Lo LU za U) LU U z z U 0 0 =t;� O W 1W 000 8 pw�N W r W i J W zo LLJ F3 z -� U = �./ Q o 0 RV �m 50P a g Z J � 9 �0'lz aW,� a U T—t IJ.I Q Z Z a WZ V)8 N ko L n Z jj O i J@ a f 0- cn s SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION No' 4n0 SHEET NO. 3.1 v c v x rn t2 N cc L0 I rn i rn r` I'u .z aci v 12 12 5� �5 11-011-1-1— — — — — — — — 28'-0" RIDGE VENT T.O.M. — — — HDR HGT. TEXTURED o CEMENTICIOUS bo 00 FINISH ON C.M.U. Cp (TYP.) T.O.M. — — — — — — — — — — — — --------------- — — — — — — — — — — — — — — — — — — HDR HGT. EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOUS ' FINISH ON C.M.U. -1 00 °0 (TYP.) 5068 SGD 25 SH 25 SH ------------------------------------------------------------F.FL. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- TEXTURED 21-0" CEMENTICIOUS 01 FINISH ON C.M.U. (TYP. ) F.FL.-----Ll----------------------------------------------------------------35SH------------ REAR ELEVATION - 131 SCALE: 1 /4"=V-0" RIGHT ELEVATION - 61 : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 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 FOLLOIMNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 7 U fl z z�z d Vi (D Cz 4—J W M �U — W E � `v U M m o W ■ ~ E e) M rn8c, C cN U LL o d CMu, N 1 v 0 0 N �O -.M,Z W 6' z° Q M q au a a :,i a zd Z -S nrn Q cc a3� a o LL. \\ IS ••J �h E z �'• (� 00 441t;4�'• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o L Lu It I' Z O lJa9! 00: O U Q . z u JKpao LLB ��© L ai J LU � O 8 LU �/ Lf ^ Q Z a — VJ 4^Q` 0 W M z� U C Q cr W . RiR o 0 Q ON ~ $� o z Z T- I Ln T-4 o n 0 �W.1 LJ.I Z Z H F- �g � z Io cog O = �ui r-I a cn s SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4n0 SHEET NO. 3.2 2" 1" 2" 'NOTE: VARIES 1'-10" 1 CAP CAP N iv FOAM TO BE USED 1" RADIUS �`' ONLY WHEN REQUIRED BY ^ - 1/2" RADIUS 3 1/2" RADIUS N c'") oo - co COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" �rZ C14 3/4" RADIUS a av , ill it BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES SIN 11-01, All 1" OPENING VARIES V-4" 0 M CV 22 r 12 VARIES VARIES ^� 1" il_On 1a 1 1/2" RADIUS r 4" 3" 4 I I I I N I I 2 1/2" RADIUS ;- Aa Adr - ll� 1 VARIES 1 11 ix 32 11 32 1" (V rIN 3" z" 2x 1" 1" BASE • BASE c•'N� i n i rr' T r 3x 4 1'-8r1 4 , • 1'-011 i l ^N 11, 'NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN _ a iD REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" 1" DETAIL TO BE 2x 211 ZDE BUILT W/ STUCCO. k.1 2a EDGE OF OPENING 6 • , ,�- —,� • • 0 1 1-1/2" THICK 1-1/2" THICK 10x N AIV— _ h� �4„ 1 I 10" x N a IV _ T CD t s r to 6 IN Ma " " N 2x 4" 31, 6" 2x 2x N w w F _ 1-1/2" THICK 24" =a T 2r11 1'-10" a 52 1-5 5211, 40 KV 1 rill 3' N -I_N 541 4" 1" 1" 12 o -' VARIES VARIES „ W C Il 22" Il Q C� I • VARIES VARIES r4" 8" 1" N ��1 r r--------- N I N 00 0�n , , 6" , 4 r I KEYSTONE F11 0 OPTIONAL 00 KEYSTONE F11 OPTIONAL to I1 LT' ' 3 4 4" GARAGE DR. OPENING 41, 4" WINDOW OPENING NOTE: • INSTALL OVER STONE, TYP. VARIESWE • FIN. TO HAVE TRADITIONAL fte LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE:• FIN. TO HAVE TRADITIONAL LOOK &SMOOTH FINISH 14V-64" a 2• 2"T-8" FOAM/ EPS MATERIAL IS ACCEPTED 5411V-12" 5a" 7" 4" T-0" 4" 101, ,„ 1011iD CD00NCD N 9:, N� GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) I • ACRYLIC SAND FINISH 0 C9 Z o'> Z Z Q J d IV I Z � U � cn w r� •O LU �� U �C) m W as4— pN) CN7 M C Co M U c Co Q A �"co N 0 O Q 0 Al I De BID. � N CD Z Fz u"r. z° "'_ LL t` 5 Gs. W ED Q � a. > � Z a LU 10 Z � v � � 3 0�A.-ao N , E m 6>a is$ W aLL NM z c O 0 U O WWW.FDSENG.COM M 0 (V Go 00 O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W F J w K oQL) Z V Q Mz W OOuJ.2 o��o V w N F L F z q < �3 M N aLJLJ z O J W 1� W L ORz g 0 J � y � J W �\ •J' �yQ,� p Z $��ce O 2 J Ln r� CW Q w Z a�� Uj Q N z t-u Z8 Cal O Cn z = u! a LU r->1 0- U) s SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION No' 4v0 SHEET NO. F1 ELECTRICAL SPECIFICATION 200A INDOOR PANEL CENTER NOTES: 814 cropper to lights 8 outlets ELECTRICAL CONTRACTOR 00 A 1 200A'"p 10 #12 copper to 20 amp ckts MUST VERIFY WITH THE #10-copper to WN SPECIFICATIONS FOR THE TYPE :103 copper to Dryer OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER T LOCATION PURPOSES. MAIN O zro or aro sER au 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed Within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER � wP WEATHERPROOF DUPLEX OUTLET I GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I Ph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �94 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN � Or EXHAUST FANLIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1�BJP PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT nv J ELECTRIC METER �. ELECTRIC PANEL t DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT ENTRY VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN SCALE:1/4'=1'-0" 0 u 0 !P M Z c Z Q d Z 4—J cn w �o �V — Ow � {y U M mN w — 8 ® at La -0 U 8i C14 0" o rti Q M �v Ci B D.TA 1 10 N 10 N Z Z fi Z. N Z LU cLL a Z p G�4Q Z QE � a LLLU NQM ) Q O U U O WWW.FDSENG.COM O rn 0 GV 0 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 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 Lu za �C Q J �.Uv z001. !E �w a J oo U L I— 10 Z iz w Z Q _j LLJ 0 �' 0 0 � Lu U ME: �/ ILLa25� . 0 J t;o.��1 _Z z. , G Z Q ce I 62 J Ln Uj a l J J z Q Z a N Ln z Z 0 � � = J yl aUj SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4nO SHEET NO. 4.0 w•�.r I -r m4mmk it 1'-0. .95. IS ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 F 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 -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. 0 O U � Z c zA Z Q a C9 0 4-J LU w C p �V — 0 L" n3 ~ U WM o0 m N ® W M =9? U of OON c L o c? o rn oC0 rn -. C'Q LOS.:s �i Q d �D D. NNC N O � � N Z �. LL v LU Z5 0. -�C* N ��t m Z LL rV ' � f "�WWiA EN COM 1,�p -.rn FESS` �`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 bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o ce ui dZU0 �OQUU Z 25 O W E96-8 O F L g �O > f Z 0L t^ Z (U w ` o UU 2 u J CL jw N U Z�� J r 4 1 LJj X g~O Z z 1.S o mLn rn g = aw r-+ a to o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4nO SHEET NO. 5.0 4„ H.B. TYP L S3 2'-6" x 2'-6" x V-0" W/ (3) #5'S E.W. % N 0 E E &A r INDICATES FILLED CELL w/ 3000 PROVIDE %2' x 9" `" (2) #5'S c PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT RECESS FOR FRT. DOOR 31/2" SLOPEI 10 TOP OF CONC./ PAVER TO BE 4" q rn io ;n STEPS AS REQUIRED I ABOVE SLAB TYP @ ALL 0' 0" PLACES SHOWN HOOKED FTG. BELOW FIN. FLR. 2'4" 4'-0" L 2'-0" 1. 6'-0" 4'-6" 2'-6" I is PER FIELD CONDITIONS I DOWELS 5" EMBED W/ 25" EXT, CJ ABOVE SLAB "GRADE 40 STEEL" — — — — — CJ C — — — _•-----:-:.�.—. :■ Sao■ ■ ■ ■ ■ TYP I PROVIDE 1 Y" RECESS I FOR SGD. REFER TO - I HVAC CHASE AHU ;0i o r L S3 I I MASON'S SLOPE FOR WIDTH S I BASED ON I LOCATION I W H i I• "' I I i {_ • • I (2) #5 REBAR �3 112" I 32-84" `� 4'-8$" VERTICALS w/ in FILLED CELL L I — — 37'-N" 21'-24„ 3'-8" I -8" I I SLOPE5,4. � ? 4'-0" I G ; ; OPT. D I: ; _ rn I S3 I CJ I — — — — — —, I CJ------_ _ CJ I t.............IT I —�'' ---- • r i7 II L - - -_ _ - _ _ _ _ _ I - -7"F — — — — — — — — }. y b o 04 KITCHEN ISLAN I i _ _ _ i i CHSE LOW WALLS � II I I � I . I' ' S3 o D.WljJ I W/ 3-#5 E.W. CJ LL`=— l 1 I K G ; SINK w/ DISP M I S3 it I I 2'-6" I 1} O S3 I j ; I o o I • 23'-11" 2'-10" 4'-14" j (2) #5 REBAR i�l I CJ Li �Cj ° K VERTICALS w/ in FILLED CELL I }0 °° 1 I ; / Ci Ci ci +CJ / I 3-1/2" MIN 2500 PSI CONC 0'-0" q SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I : ■ PSI CONC. SLAB FOR I (3000 ^ I } 1 HERNANDO COUNTY ONLY) I 1 ' 11 L------�—---- ---- — ----I-- I • — —.--- -------- —I--------- v :r. . ■ . .: . .... . . . . . . . . . . . . .� . .�. .:.: .. .. . . . . _ . �.,. �. . :. .. . :. �. . ■ H.B. A S-O" S3 7'-2" 5'-2" 6'-0" 6--0" X-O" L X-10" L 4'-0" L 3'-10" L 4'-8" L 4'-8" I. 7'-8" I_ 3'-4" c FOUNDATION PLAN SCALE: 1/4"=1 r-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VVWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN < w W co CONTROL JOINT DETAIL SCALE. 3/4 = 1-0 •�� ;may• , 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "'Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 U � Z M — o Z Q a Z N U cn w O"' cn s U �p m N W ~ N M C 'a _ 04 O UU- � �Q d B D. N C " T N N 8Q o 1Z Z � � a U) LU & V R4 a 110 W V ¢�� �-N L is C,- W 1 'r�'' n N � r _J 4U�.^�...`Oy �/��r�ttirll�i�E��� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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 a aim ¢aa� Z �Z�U !3 H ^J 8 Z 0 L O "pp Li® L � Q Lu 2Z O � V i Z > A Z a C I CU O O ;d ("' �- �LU U 0 0 oz a8 J �0 LU Z Z '"'I BOLL 0 -J Ln C Q W Z — 8 ,� p �z fV to In Z Z U o M W C' g LJJ aW o o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4v0 SHEET NO. 6.0 In% In% UPLIFT CONNECTION CROSS-REFERENCE 7/26/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH.118 10dx1.1/2 HTT4 2715 518" ANCH. ! 20 10dx1-112 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH.1(28)10dx1.112 K 1 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 518" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M H 713 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" 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 14-1 Old x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1 1005 14-1 Old x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1 1065 605 12-10d SPT24 1030 12-10d 645 555 1 -1 Od X 1 1/2- MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS + +) (6) 6) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6'7 `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 SPECIFIEDCOMMON 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 4.T FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 �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 PLAN SCALE: Y4"=1'-0" 0 U Z c Z `o° Z Q a Z N (-D Cz Q) cn }.-.i w 0 "' F- �N U �� m W ■ y c•Ni C CLo = Q> U 1 O O N L` 00 Q rnCL o - v D DO NCV 1,I .o N_ N (O � � o Lu Z Z � ;z U) aNLL�� Iij W 1 o;w W Va�LL 10zW _ -ST.4 0 LU V WWw SENG O "( To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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� a f� �z00 �p�Z, OOP' � J Z V F � gZ xZ > Z C z 3 J W O = u Er LL 9 . 00 J O a N O gg� " o z .0, J Ln Q Lij Z$ ¢ z N *h Ln t—u Z = J a UJ V) o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION N0. 4n0 SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 Safe vertical load Safe horizontal load `— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS i 8F44 1B/1T8F40 1B/1T 8RF40OB11T 8F321B/1T FORM dr GROUT SOLID o �U O #5 BAR CONT. 8F12-1 B/1T `IEL DETAIL SCALE = N.T.S. E e e I"lliliM On 0 is RIM TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @BOTTOM OF LINTEL CAVITY a w 8F 16— B/1 T a tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA ° HEIGHT MATERIALS ci- p3EfifMels = 3500 psi. 2. fc prestressed rmtels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wd 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. #S REBAR.(1)RE TTOP ALTERNATE POWERS MIN. (1) REQ'D �L� STEEL LINTEL e d .M.U. #5 REBAR AT TOP a ` e MIN. (1) REQ'D �4 1-1/2" CLEAR e a n n 4 GROUT D < J = a L A S REBAR AT = — fn j C.MA 4 — O BOTTOM OF a co z r LINTEL CAVITY W U rn N w ` `Q `Q —BOTTOM 0 X ci " REINFORCING ¢ CS �ZZ 7-5/8"ACTUAL PROVIDED IN LINTEL LL o ILL,n ¢ •- O 3:m D D <o #5 REBAR AT E 40MINAL WIDTH (VARIES) t3 � ( 26 o AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications OF 5'-10" LL O O 4'-6" LL 4'-6" LL O 6-6" LL ( MIN. 17'-4" LL O 5'-10" LL LINTEL PLANT SCALE: 14 "=1'-0" O O Z g Z Z Q a Z0 W (DIM �V - 0 W W ~H N N M C�OM U 0�� c o Q (n o. o co � �Qo E DO N C� •,,�� chi o �iy CD Z_ W �NZ �' z° M Eve,Q Rl W LI: �Z V� _ c $ a OTC A C �Ni W V m — m Z a M CP Q U0 r W t,�; � �Ef �❑r WWW SEN M _ f ((II !t1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z < CCZSU Z W 0� � W Z;l{l� 11 U W Z lrQZ�� L Q 2 O Q� (� Q ui LIJ 00 Ce Ce LIJ DC 9 Q $�- z �1 *-4 <91� a J Q 6i Z Z Z N k � Z tj8 m O ck :5_ Z T—i 0- cn s SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO" 4n0 SHEET NO. 8.0 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 TR WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 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 KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOWERED 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 & AC1530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND C ONS, 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 1. 3. 2 UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF S 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC 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 y„ GROUT FILLED MASONRY y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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 WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM 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. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingp all risers and spray heads shall not be installed wi hin 1'4' of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - ncrete overpo r and mortar along the foundation perimeter must be removed be ore exterior so�l 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 install, d after construction is complete, including landscaping and Irrigation. Any sots disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 U � zCD o Z co�°y Z ¢t a z i�-i cn w rz p �U - ,O w T �� U mN w pN� M G Cm7 U C N 1 os00 LL IS f0 ti Qrn LO&v ovi Q d A, BD N C B D C _ O 0! N U) Z W Lu 2� �re a W V Z0 Cnrn ¢ 10 y rC� UMZ Vie r' W Q N a cli m A 3 p U O ��@ WWW.F ti1WlI1 LJ 0 ;_ - '•^ cccj ¢ Ul `''✓` * `C', F� ����'�•��<rI d f 9I I I1i.�1�`�V��� 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 2001 Tampa, FL 33607 www.LennarTampa.com Z rn DW` z¢ It Lu IL o z w � W g� >o fz O �Uj 9 U U 9ps o r"CE � zk N N �""' ar wz ¢fL) Z Z *i B0�j J Ln _1-1 f Q W Q Z a Z. $ F- a ,--I r-4 m Q = a LU � ,-1 a cn s SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO" 4n0 SHEET NO. SIN w J m c¢7 ROOF DIAPHRAGM NAILING SCHEDULE RInGF I INF + + + + + + + + + + + + + + + + + + + + + + + + +i- + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++ + + + + + + +++++++++ + + + + + + o + + + + + + +\++ + ++ + + + + + + + <O + + + + + + + + ++++ + ++ + +++++++ + C?� 15/32" CDX PLYWOOD OR 7/16" OSB `—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER . RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/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 90 2.0 2 x _lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° x / 1/8" gap i FILL CELL STD. 900 HOOK BOND BEAM F ;;— - F CC a STD. 90° CONT. #5 BAR ,� HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small 2" min. 2" max gap 4 max. ­1 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Ptywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. 2xrequired when indicated or _: 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 Y" 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. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building lode for appropriate 1116" details in One 10d box areas=20 of high or-20 sinker rr lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 T-0" STUB -OUT FOR r 1 1-0" O o to GAS METER 0 o � U O 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 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. 2" X 12" @ 24" O.C. 1 T-0" (3)16d TOENAILS 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS *TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES --% DO NOT cut, notch or drill flanges Boise Joist Blocking U." 3" NMI nails at 6" n.c. Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) g 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.* 71 Joist IF-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— sii A %2" ROUND HOLE MAY 6,i 6"DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 1'-0" 1'4" 1'-2" 1'-2" 1'-3" 1'-3" 1'4" 1'-11" 74" 2'-9" 3'-2" 3'-7" Any716"joist 12 V-0" 1'-1" 1'-2" V-2" 1'-3" 1'-9" 2-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" S �— 16 V-0" 1'-1 " V-2" V-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 64" 7'-2" 20 V-0" 1'-l" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'40" 5'-11" W-11" 7'41" 8'41" 24 V-0" V-1" l'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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 BESET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Web Stiffener Fastener Schedule Joist B aring Location Series Depth End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160se 11-7/8" 2-8d 3-8d 14" 2-8d _ 5 8d 16" 2-8d 6-8d BCI90s® 1177/8" 3-16d 3-16d 14" 5-16d' 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS 1 5/8" Q THRU BOLT SIMPSC w/ (22) ' NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-1 Old nails. Install tight to top flange. SLEEVE THRU STEM • ' i. :'•' SEE PLAN FOR---'•• a .. • FOUNDATION INFO ' • d' STEM FOUNDATION vi \ I—' GRADE _ n�n.rr Orr- ni a *r 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 i 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 p T�depth oo I -JOISTS BUCKETS N.T.S. Joist hanger A/l, L mAJt 4- rvt, 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 PLUMBING LINE �— PVC OR SCH40 SLEEVE aim SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' _0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r—PLUMBING LINE c Z \' • o • co � d • 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 q A.I. d tA ea v a e G .a d o SEE FND. PLN. SIZE & REINF. 0 O 0 z_o z° z� Ca- cD CzV) 4--J(D(z w • o O w t- _� U s Bo m _ N GMT M _ asE U o�n o O N U_ GO CD¢ �, & v gi Q o Al I BID. "-c� 10 I� N 1O h N UH QinLL�� w , Ck Z ¢ g m�'Q U). g�? m 4'Z V12Er'r� WaNaM� A ,��►,11W&L 1�// o, o ✓ O n rJ O 91, - � \ 4U Fr-S�`�� ,\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o LU 0 zoo �Q ZZ O !H W o U N U) � uJ a G Q z W a U W J _ PEd2 I I\ (n zoIqO: a {� o W Q Q � Z J T--I .. W Q Z Z ~a $� t'V 4 CD LP) z m 0 ok g LU SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 400 SHEET NO. SN 1 ■s i FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 7TYPTI VARIES / INSU 5/8" OR 1/2" HIGH J STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x#2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II 1 p (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 1 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH Cn . p D I C /TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING ///-�:SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. _ ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR -� G/S3 FOR ANCHOR 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL CELLS (SEE FOOTING MONO SHOWN U.N.O. FOUNDATION PLAN FOR CLARITY FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION NOTE: 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL FILLED CELL TYPICAL W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER viTO CUT BLOCK OR POUR PALITY SCALE:3/4"=1'-0" S3 vil .4 �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR V GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL.HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN I- 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATION AND 2"°x3/16" PLATE WASHER (TYP.) T (ALT: 1/2"xl 2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0"ot OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 21r 6 x 6 W1.4 x W1.4 °° ° � 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. � WWF OR FIBERMESH a ° ° ELEV-0'-31/2" z ° ° a ° ° ° ° ° ° ° ° A.F.F. O ° ° 2x4 CONT. ° ° ° o = o ° ° - 1/2"(min.'- 4" D ° ° I ' 1/2"(min.)- 4" ° ° ° N 00 4 ° 31/2"(min.)- 4" 31/2"(min.) - 4" GARAGE DEPTH VARIES 8. ° ° g ° (2) #5 CONT. 4„ 1 ' 114. (2) #5 CONT. 4 U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MI SHEARWALLK*"C� TYPICAL BEARING WALL @ STEPrcC " " S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4 -1-0 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. Qos' i�Eoss 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C 0 s 1coN of INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR + GRADE _ N D D . D � _ z #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi y- ...-° . D D J _ FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] - ° o °° o _ o0 6 MIL VAPOR BARRIER - D ° °QAAA R 1 7/8 -� I= I I- I I-1 I I-1 -11 -� - N Z #5 REINFORCING BAR NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE 0 D w U IS e . ujuj U) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) .=i E 6x6W1.4xW1.4 = WWF OR FIBERMESH r ::I I 1=1 I I -I I I -I 11=1 I I -I I I- ? D - 2 #5 LAP SPLICE \ (2) #5 CONT. .� I L 11 T 1 1 r ° I -I I I -I I I -I I I -I I I -I I -11 2 • g ° I I 1=115111=11 =11 =1 11= COMP. SOIL. (COMPACTED TOIlk D ° I=1 1=1 1=I 1=I 11=1 I' 95% MODIFIED PROCTOR ASTM I -- =1 I=1=1=1 I I=1 I I=1 I=1 11=1 11=1 11=1 11=1 1=1 1=1 1=1 11-1 I D1557) -- 1=III=III=III=III=III=III-III=III=III_III=III=III=III='' 4" 1'-4" MUNICI _ I I I=1 I I I I I=1 I I=1 I I=1 111 11-1 11= i I' CURB DUE TO SLOPE - - - - CONCRETE SLAB W/ 6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.-+ WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'4" BELOW GRADE SLAB INFORMATION. S3 ° D : Z � ` I 6x6W1.4xW1.4 D 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► f i min.) 4" BARRIER D p 1 N = A. ° o GRADE COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) R. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 NOOK (SEE ON 3" CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rT� SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 /-O.H.D. RECESS PAVERS-\ z 11=I1.=11 l�ii. Il'.s ! 11�11 11 ��.11. .I1.1 1 �� I1.11. is-n Sa+ .1- •. = = --' -'II=IL�11=1111ll�lll Ali=naIE4ri ���nl=n • - MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" c_ O.H.D. RECESS E d N' CV M M ti' .:• . °Q ' 4" . r SEE A/S3 OR J/S6 I -�" I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 201 HOLD GYP. BD. 1/2" FROM SLAB 0� , J CONT. BEAD SEALj0 INTERIOR ° Q-31/2",K CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ° c M 6 MIL VAPOR = - i' BARRIER 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING E REBAR DETAILS F WALL W/ UPLIFT G S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x = _ CONNECTION INFO 1 4. SEE PLAN FOR • TOP OF BEAM &LAYOUT DESIGN • • 4 '' a. Nit' SEE ROOF PLAN c - < ' 4 a : 4 r �. (2) HTS20 FOR STRUCTURAL BEAM SIZE & N °' G - E CONNECTION INFO Cl)- . ° 44 I I . 2x4 #2 SYP P.T. FRAMING w/ ' �n6., I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" 0.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE COLUMN LOCATION Q SEE TYP. WALL SECTION FOR ADDITIONAL � J 6x6 P.T. #2 SYP SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING z:z-­1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 �, T WWF OR FIBERMESH ° ° ° FOR COLUMN TO BEAM ATTACHMENTS M 0' " F TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 8" MASONRY WALL .. EXTEND FILL CELLS . TO FOUNDATION PAD = CONT. FOOTING STEEL -\L MAT REINFORCING. M 00 z ° -j 0� I 1 I= I ° 40 o p W LU w III=1 I 11=1 11=1 1- Z p o = • -9- -_-_ 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 N -0 . FLR. 19-1 �i Pe ii!'i✓i . . I I -I =1-I I1=1I I -III 1I -III-III-=- FOOTING II I III -III -III -III -III I I I=1 11=11 I_ U 1-III-111-III-I 11 I I =1 11-I I I-' BEYOND PAD REINFORCEMENT -� I I-III-i (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �,13_ h O u V 0 V Z M z z a U) z V) (D L U •V - 0 "' Lh F- U o0 m w E a) M r `i o U Q ' o A8a Ds N•C B D.0 T WTI r 0 � � c0 11 N V (� rn # 00 �N�z ° Z W ti W - C 0. a `.Q� oW LLNa g�� W a O a�,14{`9\S�ICiTD� WW1KiUSEN N 0- > +7 L-rrJ o F I-��� 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 Sth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W� za a ~ C1) Z W ILU-1 f g E o J g�® Z ces 0 a -a W U Q LU Uo�� U-uj J o Z�� J W Z W z ~Z 8 F $�8 N Ln z tj 6 °° O o� g = ra ¢ f ,-+ a cn o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION N0. 4mO SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYONDo (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 112" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS TONEAILS SPACED MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK " PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" GL TO DRAIN 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL (2) 2x HEADER WALL CLEAN -OUT q PER PLAN SCALE: N.T.S. S4 VARIES 2x BOTTOM PLATE W/ (1)10d @ 811 1ST COARSE 2ND COARSE 3RD COARSE O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D SCALE: N.T.S. SL� S4 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION zT7y7P) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK OUT SEE SCHEDULE NOTCH LINTEL WHERE REQUIRED ( ) BLOCK W/ (1) #5 7 DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT 1 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 7 5181, 8" 7 5/81, 8" 7 5/81, 8" CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 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. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. I N •• B�fll I�I��� Milli 0, Emil - NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO 1/2"X91/2' PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE J T > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK d e a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �Oh� N 2x CRIPPLES @ —i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —/ O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� VERTICAL JAM 11 " " " " " 5/ DIA. x - 6-3/4", - N - / ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET AGE R ✓V VI\ 11\r\V1\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 41- 91 (2) 1 (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 00 BOX HEADER 12d TOENAILS • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. SIMSON SP2 w/ (12)10d NAILIS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK. CRICKET AS REQUIRED/ BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2"IL NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE cn 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF sr8„ SPLICE STAGGERED O/STD. \\• ' /_10d @ 8" 0/C ATTACH ALL - EXTERIOR STUDS W/ Ifi816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. -vZ/8"x10""J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a °a a INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC S SP4 SP4 LINTEL a SIMPSON SIMPSON SP4 SP2 r -NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE BEARING WOOD FRAME WALL � 4• SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) °e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 wl (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w! (6)1/4" x 2112"SDS (2215# SPF) ° ° • HDU4-SDS2.5 w! (10)1/4" x 2112"SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)114" x 2112"SDS (4065# SPF) ._ • HDU8-SDS2.5 w/ (20)1/4" x 2112" SDS (5665# SPF) • HDU11-SDS2.5 wl (30)1/4" x 2112"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & - NUT • FOR HDU8 USE 7/8" DIA. x 12"EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT W/ WASHER &NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING 1 I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " (2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0:N o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM Q d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. 0 li 0L C9 v zM —o z Z 93 Q a U, 2!!t/) (D cl w C) .0 LU �M C) m N waspy� c•� C M M Lu =9? C)(ij 1 OON a-: o n; Q4M LgCD a;Qo A 1 `- N .G f/� }{ O I R 11 00 Z W z z _ U) W �0 usV ¢ 'a Z y 9 W Q NaN / a o .e�'a1E►��F/' � wwib=Tns l lop W 0 %•//i� "z''OFESS`O t! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 09 1 ceo 2 Qa WQap' E 8 V Wc,tr U Z� Re a co 8 U W W N ® F�i uj tn � iR �Z Z Z � �3 OT i v sJ W - 0 J Q ' r 86 N LIJ Uom� qia I\ � W I- Z M LLo LL J ri Lu LLJ a Z Ln z Z U 1ZS O m O vk � _ f T­1 a o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4x0 SHEET NO. S4 SIMPSON HGAM11 wl (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (j 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ TOENAIL W/ (2) 16d NAILS SIMPSON H10A w! (18) (6)10d x NAILING SCHEDULE FOR 2"x4" 1 Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H1 OA w! 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL „ OUTLOOKER OUTLOOKER SPA COD') 6 WALL USE " TOP CHORDOR a@ 24 O.C. NAILING SCHEDULE FOR OU I LOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL SHEATHING DETAIL BLOCKING F • FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO • 48" O.C. EACH JOINT W/ (3) 1Od YAT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO : 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'4" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Od 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 SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H1 OA w/ (18) A SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 10d x 1 12 Al EA. OUTLOOKER AND NAILING SCHEDULE 7 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE 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 TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4'T' ON TOP OF PANEL 10dx3" @ 4" 0/C BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"4" 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 ( ) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J r SEE STRUCTURAL OUTLOOKER F@ 24" O/C ON SHEET S5 FOR X-BRACING, AND TOP " " x NOTES AND NAILING TOP CORD CHORD BLOCKING N ;0o0 SCHEDULE FOR BLOCKING FOR INFORMATION `° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 ill 1/ " 2"x4"CROSS BRACE 24"'MAX. EDGES OF • WOOD TRUSSES �° ;� APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT L BRACE TO EXTEND -2x4 RAT RUN BRACING JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF L2'EACH 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d `7 Q` 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT !_ll @ 48" FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED /_W/ (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF (4) FIRST (4) ROWS OF 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD - 2x4 BLOCKING @ 24" O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS 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 IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) i ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4'T' ON TOP OF 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 A) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS _ . EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF ' NON -LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ) 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING ,ROSS BRACING _ PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP SEE PLAN FOR WOOD TRUSSES OCATIONS) 1 Odx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP I I I I I I GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL /�M 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL 6M CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \, S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z w BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ,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 7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB � SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0!C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n 1- CONTINUOUS SOTTO CHORD BRACING 2X4 MIN. �r�IIY��I�11I � ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - V-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/7 SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) I- r -GABLE TRUSS -STUDS @ 16" O.C. 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 11'-0" MAX. �q CORNERJACK 0 Y a Q w Z 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION zo Z C> z� a Cn C9 4--Jw C6 0 •p w ITU U LU mn 04 _ m " L " o 'o 0 U t`L00 ¢m C3�C> �Q d BD. NC� Noz r z ED LU "- Z O ¢NM 0 2 x ca g Z HM2� UM Q N Q M Gi LU � ,��!`@ttI�El�fppp6 <� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o cc U, o za Q �?V�U U 8 OC J O U121 L g N > CJ7 — U Z Z CLc L }N 'v Z U V V Z W o 0 v, a� U0 r-4 �••� � llltgtgtqQ Z LLI J Ln Q Z Lj Z Q u�Z a s cV *k LLn 0 O� g = ¢� SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION N0. 4mO SHEET NO. S5 DOORJAMB (REFER 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFEIg 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR coNN. MAX PROPER INSTALLATION 8" � D NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. I APPROVAL FOR CONN. P.T. APPROVAL FOR C 1 x4 i X 4 ` #5 REBAR (TYP,) � 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO x4 3-1/4" LONG X 3/16"di FURRING u9\1 3/16" 0 X 3" LONG FURRING " „ TAPCONS (2) ROWS 3/16 x 3-1/2 FURRING #5 REBAR AND NAILED W/ 8d COMMON I 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO @ 16" O.C. & 4" STAGGERED @ 16 ��.T. 2X8 (TYP,) BLOCK@ SPACING ,� 1 DETAIL FRPCON FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH �� lx4 P.T. & lx8 1-1 /2 DETAIL lx8 w/ (2) ROWS 8d NAILS 3" DETAIL STD. 90 HOOK (TYP.) STD. 90^ ♦ 2x BAND JOIST W! FACE NAIL 10d @TOP 8 BTTM CHORD, AND (8) P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB TAPCON @ 16" DOOR JAMB (REFER lx4 P.T. TO PRODUCT JL :�71 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END WI MIN TO PRODUCT VIL LA LAP SHEATHING TO PRODUCT 2" EDGE DISMT. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM OF BAND APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" lx4 JOIST TYPICAL — —I TAPCON 16" O.C. & O.C. & 4" FROM EACH @ END w/ MIN. 2" EDGE DIST. FURRING I i 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2" NOTC @FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. @ D& EWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 STAGGERED 12" 0` I ♦ INTO BAND JOIST (4)1R/4"x2 3/4" 2x DETAIL @ 3-1 21 /4" DETAIL /4" DETAIL NOTCH WEB AT THE TITEN INTO K.O. BLOCK t5" FIRST 2 COURSES ' BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER SCALE: N.T.S. SS FOUNDATION PLANLED FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP 11 SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK Pill SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" :' .* SOLID W/GROUT �: 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK ,y SIMPSON HM9KT w/ (4)1/4"xi 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS r IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACES () 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 :.:. BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR OR FURTHER INSTRUCTIONS. %'.. '•,a ' �'' '.: SCRIBE )N FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. • . INSTALL WDW. SCREW ANCHOR-1 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN N.T.S. .:• : •i «.:: : ' i •.. INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 „ 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 't IF TRUSSES USED) W/ (3) #6 X 4%" WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ x0� TO TRUSS ERy TO TRUSS TOP CHORD qN 1 r—Orr 51-011 MIN. 4" EMBEDMENT AT 16" O.C. tFNG%y SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + IIIJILEINISH 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 .) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT 2'-0" 8" TRUSS + SOFFIT + o #5 BAR D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 10" e c ° ° CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP o ° °� H INIOP o 1 X 4 FURRING 8d NAILS EACH TRUSS u 13 KNOCKOUT / Zv CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d ° 1 NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWK PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR ' — MONO FOOTING - P p 4,N VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN ° BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 _I o 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. X. tENTER SO IT CLEAN FILL D o z TO BE INSTALLED JDIRT BUILT UP PLWD. BUCK - 4'- " MAX SEE PLAN PRECAST LINTEL ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90r HOOK N / TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%Z' WOOD FOR OVER HANG FILLED CELL �" 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") '� BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" � �,. INSTALL WDW, SCREW----'THRU OSB INTO 2 x 8 O.C. ` � -' D• � � � �. � � �� a. \ � �� �. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ENTRYSTEMWALL L SECTION @ ROOF EXTENSIONrM FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. MONO TO STEMWALL FOOTING 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 HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIM SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET' >' #5x6' EMBEDDED INTO EXISTING BOND BEAM cr IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON �t z O 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 & cn FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP 3" MIN. EDGE DISTANCE w LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE s' w U NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL > REINFORCING AS FOLLOWS: — — — Q cn 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT pp e U_ g * PRESS PANEL REINFORCING INTO PLACE. v z #5x6' EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL n g EXISTING FOOTING 2 #5x6' IN CONC. ¢ - ( ) SMOOTH. DO NO FURROW. v " N FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE :' n ` DRILL 3/4"x5"MIN. HOLE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP o, p . A' _ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M O REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r v TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ; (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. 01COVER EA. WAY 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 -1-0" „_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. L0 v 0Ll o z z01 z� Q a z a--+ tN O w r~ L �Ln U o0 .9 04 w 4) gg_ N 09 � cc Q 0) C/g U.) 9 Q O A 1 B D. N C 6 D C _ N N 1 S! U) Z W z f�' z 0.w W W V'" `E Z '21001 VfLr M �s� m m a W Na III - � N'� y Al! Q to 4 k\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. 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 �a f� w u �?6L) S uN L g�' r G >Z oC n Z � ao Q J Z w O � c./! U U. Q�� Uj LUM Z ON �a WI ri 2: LLJ Q a z r-I Z z8 � m O � ok Z 5 = o � in rn .-i a cn s SCALE . AS NOTED DATE : 08/07/2019 TECH: FM VERSION N0. 4x0 SHEET NO. SS ri CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS _�l vvr c- I via lw awl i I I wvv v v "� TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT V-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. ^ DIRECTION TYP. —� ----L WOOD TRUSS —/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS M SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT 0 OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 3;"A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E 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 2 MASONRY WALL r4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ 16d INTO HEADER & (14) SEE PLAN FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 16d INTO BEAM - SEE (6) OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS SPF TOP BOTTOM CHORD FPLATE 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION 1 MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE a 16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI SEE FLOOR PLAN FOR COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER G SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"= V-0" 1 MIDDLE BM. SPLICE OVER CENTER OF POST 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 aC� ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS j OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS ��-r— 2x STUDS @ 16" O.C. SEE 1/S5 FOR SEE PLAN FOR R w/ SIMPSON SP1 w/ (10) 10d ADDITIONAL 8d NAILS AT VALLEY TRUSS q NAILS AT BASE & SIMPSON OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. ATTACHED PER 2x BLOCKING BETWEEN STUDS 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES AT BASE SEE J/S6 FOR GABLE (2) 12d NAILS TO EACH VERTICAL MORE INFO. TRUSS LOW ROOFNVALL ti STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. (14)10d x 1 1/2" NAILS TRUSS/ FRAMING TO FLOOR GIRDER TYP TOP & BOTTOM BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22N� SCALE:NTS `—• MASONRY WALL BELOW: SIMPSON �.. HETA16 wl (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS 4v. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE:NTS PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS IF OO L' O z_o z93 z Q a U, z to Cl) a) C W q)m o Z — 0 W Of C) M m r ■ ® M e N M =y? U '� Oo O o ¢ Lo Qo B D� ND� O N O pp� .N. v Ui.w fh � � ONO z #A z Q N u— W "` 4 — a LU OZ o' a"2 m� WLCA opt, z �EN� a W N¢� a ``���+�11i! _11.w Q" •'�S F •'' •, rn •: J h cr 113* Q8 d .O. �Q'`\O o ..... �P 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 - Residentlal 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. Lenna rTa mpa.com o W za W 6 C Y aQ' o �gl� ozz //1 BWm N r W L Z Ofz g oC n z U � N W z a o U I_ W Opi juy, p f9.� o< tj o � rl CUj ) W � W z rns z LU J Ln -r-1 Lu LU _ u �a l� z z co 0 Ln Ck z � = ao z rn ,-1 a U) o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4n0 SHEET NO. D1 t J= WEATHER CRESISITIVE 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: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -i DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE WEATHER ✓E BARRIER & tARILY SECURE 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 J01; UNDER DECKING ED FLASHING (SEE DETAIL WP07) pe SELF -ADHERED FLASHING E AM WEATHER RESISTIVE BARRIER /- DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING 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 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) Q SELF-ADHEF 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER 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 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE 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 Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE `v RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 �L 0 SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) -0 o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS Lt^SAS 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 0.0194nch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. STRIP OF SAF DO NOT SEAL. CONTINUOUS BACKER - - DRAINAGE PLANE WRB ROD &SEALANT DRIP SCREED PLASTIC ACCESSORY I BOND BREAK WRB SF LATH A I� Cement Plaster PLASTER STOP A over block CONTINUOUS BACKER ROD 1 st floor & SEALANT SOFFIT/CANTILEVER VTITIOUS FINISH 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 SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all O U� Z z Z Q t� z (J) (9 Cl a) i--J w o .0 w �N U E- LIJca M m� e� M `LLB = -8 CV Q p 0 U� Q rn CDQ� L0 8_� A¢d 8 D. ` • i'� �, N N � � N V U) p N 00 v XN Z_ W 29- z Lu LU �ja� " Q � Cn Z ..` ;$ a LLV M'Mrn a m Z -'MN, ¢ 4! o W N ¢ m O U O WWW.FDSENG.COM 13 1:1 rn N 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Bulling Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �c W za �ua�ir zoo U 2 0 Z Cn �i &210 J 8 N z L LLJ7 Z D O �3 U 1 M 0- CC LLJ jf W o z ��g o Q bow* # ^ rl W d- Q1¢- W Z WaE �d J In G Z W Q t Z c8 LL d00 T"I Z 0S 0 t37 ° � T-11 a- V) o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4n0 SHEET NO. W P �r ch -cu a) > =0 a) 0M. .0m a) CU Amm -6-0 a) a) A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2806 cn -E-_ H0210-2 FL17232.3 ESR-3445 HU210-2 FL1G856.4 ESR-2549 -cu cn -0 .0 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 0 0 -C 1= L_ a) H0218 F1.17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 March 20, 2018 HD216-3 FL172323 ESR-3445 HU216-3 FL10856.1 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019Li- HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 CIO 0 04- ICU H028-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 9B.72, please provide the information and approval numbers on the building components listed below if they will be utilized on the CIO 0 > Re: Wood Construction Connector Compliance for 20115 International Codes & 2017 Florida Codes conon 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 0 ESR-3445 HU410 FL10&%.9 ESR-2549 products. CD HD410 FL17232.4 E 2 HD412 FL17232.4 ESR-3445 HU412 FL108%.9 ESR-2549 cn In To Whom It May Concern: "0_ 0- Category/Subcategory Manufacturer Product Description Approval Number(*) Test Pressures co 4-0 Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that MD610 FL17232.4 ESR-3445 HUS10 FLIO&%.10 ESR-2549 1. EXTERIOR DOORS U) joist hangers shall be tested per ASTM D7147 Testing and Ealsbishing Loads of Joist Hangers. Previous versions of HDO410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 the IBC and FBC required testing to comply with ASTM D1761 T" Method for Mechanical Fasteners in Wood. Both A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +87,0/-67.0 pat methods determine a connectors allowable load as the lowest of the following: HGA10 FL17699.1 Evaluation Report HGA10KT FL1 1470.4 SIM200803 1 Lowest ultimate of three tests (or average of 6) with a safety factor of 3 HGAM10 FL17699.1 Evaluation Report HGAM10KT FLI 1470.4 SIM200803 ThermsTru Fitter -Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-87.0 psf 2 Average load at 1/8-inch deflection HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.01-67.0 Pat 3- Calculations per American Wood Council National Design Specification for Wood Construction (NDS) HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 Pat The primary changes in ASTM D7147 are requirements to measure propeftes of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested HTA20-18 FL17680.4 Evaluation Report HETA20 FLI 1473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.01-67.0 Pat material properties exceed the specified properties. HTTle FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf ICC Evaluation Services OCC-ES) revised AC13 Acceptance Cintanis for Joist Hangers and Siailar Devices in HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 ThermaTru FitierClessic, Smoothstar, ClassfaCraft, Rustic FL7640.1 +67.01-67.0 pat October 2016 to incorporate a methodology to evaluate products to the 2015 1 -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to HTW16 FL17244.8 ESR-3455 HTS16 FL10466.22 ESR-2613 the 2015 I -Codes. As soon as the updated evaluation reports are completed, we %-AN apply for Florida Product Approvals. HTVV20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B. SLIDING Mt Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 Pat However, reevaluating a large number of products will take time. While manufacturers work with product certification HTVQ4 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PG Series 5570 FL251.10 agencies to update their wood connector evaluation reports, ore recommend that building departments under the HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Builcling Products Residential V'AndCode Doors WS (8X7) FL15279.37 +30.Q(-32.0 psf 2015 I -Codas and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. HTWM16 FL8223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 pat The information in this letter is valid until 613=0118 when it will be re-evaluated by Simpson Strong -Tie. Please visit HTVvFM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residential WndCode Doors W8 (SX7) FL15279.85 +38.0142.0 psf woMjLQagW.;&-M for additional pertinent information. If you have questions or need further assistance regarding HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Ck)pay Building Products Residential WridCode Doors W8 (16X7) +37.0/41.0 Pat this matter, please contact the Simpson Strong -Tie Engineering Department at 800.gN.5099. FL15279.102 Sincerely, HUGT3 FL8223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) SIMPSON STRONG -TIE COMPANY INC. HUS210.2 FL17232.8 ESR-3445 HUS210-2 FL108WR4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 2. WINDOWS s.L- '.. I''e _. III 1 '.il! 13 I I _ .1 _ I Florida Department of Business 6 Professional Regulation Pege1 of Florida Department of Business A Professional Regulation Page 3t 8 Building Codes and Standards 12J12rX18 Building Codes and Standards 12J12(201e Florida Depsrtmrd of Business & Profeesiorrl Regulation Pope of Florida DepaMlfd of BWlnaes & Professional Regulation Pile 1 a 1 Product Approval Application Detail Product Approval Application Detail Building Codas and Standards Product Approval Applcatlon Detail IN001e Building Coda and Standards Product Approval Application DegN I164cis sa0e EDItY9t Dte le-dlna gait pb alb aftEDtlgL¢[ gggg gpg Dot, Perverse QJit LU versionKaBibruuX � EwWSKAl(pig VYldseev ed Yg( ggyo((pg ER Approval alarlYtd IN" ILL Version Mew/acturor Como( Brad- IsUse- VYldtedenv We" Submitted FBCAwro-1 A9➢ ,,d AN" I AMMEN Revlelon 2017 TMmwTruCorp«ton RickVai9Il Lyndon F.Schmid. PE. RyanJ.Ktg.P.E. 1W162017 07/122017 i(IMS0017 12M22017 APPUvad Revision 2017 TMrmsTruOwporrlon rickW69M Lyndon F.9d"IM,PE. RyanJ.King, PE. 12M32017 12N3/2011 12212M7 02/132M8 Approved 220 Nookm 20 20 pLBUr R 20 raft Rafts 20 art motbumr no Cedego y. Exterior Wont (419) 29W1740 PE43409 (613)161.SN5 Ctpory: Etlarlor Down (419) 2961740 PE-43409 (813) 767.6686 BE MOW momoiimz ill" lbamorAdarM ill mom IddsW Aul a if eta■softed Asnewraa sun Bw Veho Iftewissm :aokwaALMM immo Y m� i■dllYa l!%Aamisimill aaaalg0 ANN SubCtegory: svk,9og EZIMY Door Assembles mtlOvOnAideco sews. Subcategory: SWngW g Er twW Dow Assembles nctrAnvD1dpCOro tlledS. RevlMen 2017 TkYme-Tnt CWPWWM Rick W60M Ned" Aoa dblon a Ryan J. lop, P.E. 122VA17 OW211W? 12422Q17 Approved RaYbn 2017 TMmtTN Corportbn Rick Wright Rt.. A� a Ry«t J. Kiq, P.E. 1YJa2017 0000=17 12iGJ2017 ApporW Compaans Method: EvWslm Repalhoms corn Rspon eom • Codds toned corn CarDwy: B6YbfDeeD (41a) t7 IesnapeneeM Yealesle (819)767�aM6 caLeawT• I39ar10r Door (419) 296174E MarespanwM knatlto Q11� 787l6m Fbrke RagWersd Nehlet w s Uosnsed Florlde Rem Ar beech. Fk,dN RegWwed Arrddled weLkanndFbdN eelClllaler tea Eo0M1« � � PromeWanMErsrever OMMWNJWmk&M Prafoseont Engineer FLAW*1493Eaeues. Cae*as.e Yoamdl C4wawdat MYk or Uisrp ears Caepdasw resMRheate& Cadlleaon MMk or Lieft �a Aoereved for We AwrovedforUes 10RKt 219M Otdav Aeewamse Aoeovedfw Use Awrovedfw UN Imect DeYet o Awmp! A■o.dmLa! !St■d IaWW■ SirMAoemm AMIgm Ala■addozgo mrot ps■ $IO.E Froetsd YaaY.XuseworNom. � 9Y.WL.k9DY. IiaertDt imtYQ Nm! Protlrt Yaatl. NtppberwNene pmgp■gg,ggggpg Carwsatr dretbn Deb m.tl1a1Z DuYGe NVNz Jbilot tom, Mt m9lM MBISY BMbrat i dolllQ SBaWIs EM1rII 1 a. Therm►Tm FOw-Clste wet aateaa 4kw Naha 6W94 tgUdXon4mpW8yt: Op." 124202E No Yes No ISM 1 a. ThwmPTm Fiber-Clenk end 9motR9lr Nomklt 68039;86trywNorHopedayw: Opgw 12131=1 No Yes No WA 1 e. aquotCbubCmlg*jct wtl Ag,Ytbander rrk by an wW BN opspw ad dYsd FMIghm DowYlh 12031=1 No Y« No WA a a. aquotSng sb4ha aquok end 861YtsYtdlrork by We and W Opaque and Gland Fbwglm Does iNt120Q1 me Y« No WA Composes Edge F. 9Ygle Dow Corpos. Edp Fbwgiess 9lgY Dow Th"11"11"Quot wet Ww" Sweden, l,wt-wet OubXi,p rue-TrAceot wet MkaR Skean. kdwI a d Ouln'Mg X ca.ryYs Qrwtay/Duheke: X cwdlpYson) r N 6 f.7MrmsTrs Fmer-Clssic wet Smooth- ler Nomkw 080399&gw(Non4mpsl&gA; Opegw 121312021 No Yes No NM !ice pets Aug loam mommom Redden 2017 W VNndoes wet DOwe ca spoyr BidderD4om lohCft Oe Sirs Edeft DOWAeomabro c4ePaleN Iler4k E ko6s R@Wawn a Floods RapMredAldaed or Lids wd Fb*a PrOMNIaW Err9Vellr 3 SERIES 420 ALUMINIM BGDR■lOML� Campos Edge FbW91-3 WOO Door QrsWta0uls41g: X caegundi ) Nednt SIMINA &gUo10 fmp*dAq l: Gised Compose Edge Fl ewpsa lklgis Door QmvrAngQssv*W. X ca,tp«alon) NorrsrW WMA NornilpsM.gdt COSH Canpeso Edge F bwgtn Slrpe Door Florida Deparbnerk Of Busi ew & Proleesbi Repulation Building Coda and SfardatLm Product Approval Application Detail Rile t er l 1JYb1 1 6i1il1i:B4 Sabo I■MELIM s VW NML] t g mmA 6&IWW arAamm l ammm ONE Am glow Mmmbo [ areswipr Luis Rebwb LOwn Soren M. Wkh PE 06n32M7 0110111111017 011116411017 IWIOGD17 Appaed RWWM 2017 MIN widDoors (717) 385=0 P1BM4 (717) 317414M CsYaay: EdMbr Doom berpanOner Low GdlOwepoW. esdey E I I DoorAminbas Caeparecel8radtd: EveAm on Repoatom e Fb ROgiss,nea ArrriedorsLkorleed Florida PrsaiasisreY F.npromr 201KAm AmmrdbtSm Aaao ddiffam boo lift a amboLROM E SrNUiDeblmpm 2&MLlSaJi NOW 2111111111111111112 tba! IMSILModddkobKALNM SEmEe420ALUIORM$00 RE60RM OW 121312M1 No Yn No WA ♦ SERIES 420 ALUNMM SOD REINFORCED 1♦bWseivocassud; Florida Depatment of Business & Peckssiorrl Regulation BuiWhg Codes and UWANda Produc t Appeovsi Appsatirn D&W Papa e 1 laws Composts Edge FbergWa WOO ew D QnsMnp7OLWA g; X cer9l oh) Nommt GAW9;9 agud74on-ln,pat8gre: Giced Composts Edge FlW VWU Shoe Door X Florida Department Of Business & Profestbnal Regulation Suild ing Codes and Standards IrodLct Approval Application Detail Pew 1 e 1 116411,o Florida Depwbnw t of Business & Proteabnal Regulation Building Codes and Standards Product Approval Application Detail Fag. l d t Iffims Norco[ pb tilt pblmdba pM adaA■ Sad[ NSBLm pM pM DOLha M pit gore HoeMtAlrBot beb*Alet YWIbd A 1 tlGdomasl drmm for Am loom m umooe fm m imiNMA&MM maid" xddat lass" ageme9mr Am■ad low MWA Sailor L➢is Robert Lomas SOW M. WWR PE 0WIS M7 0W12017 OBN62017 10M02M7 Approved Re WON 2M7 YYYkdoee end Doss arsetsWyw Luis Robert Loma Boven M. WON PE 0/11132017 0Ntt10g17 01/160=7 110FIGOD17 Approved (717) 3116 P642514 (717) 31744" C44e- EdMW Dome (717) 3863300 PE-02514 (?M 317.04H b$MnpoOn4wd.wm SubC0PW. daft EdWWOMAwanors bednpwillmlwdoom Cs opseeos Medek Eakwoon Repot9om a Florida ROgiatsO Ar~ or a LkwXOd Foride Probaw E 960" glmLAluasom hmm udbclm Astme0JltlYs hm" tom FL prlkAlruro hmmmLioLim ammadmtum VMS palm Gsi■pulmlba g Shim SilWell1IN BMMmm $l■m Ma EMiSLONOM E gioNELIEWIRLDO knNv ti 2NUMLL >i SunYml Emus BEIIES 42DALINAaaA GOD REMPORCW OK, imirms No Yoe No NOR 1 SERIES 420 ALLMMM SOD STIES420ALULONMSODOXO IWIr is No Yes No WA XO, XX 9514motxmagkwt 1468MB4e000110114cot NON40NFORCED Florida DepaMnM of Bu sli mess & Profational Regulation Building Codes and SWArds Product Approval Application Detail P.wla1 Uwmts salign4m glm loom go gBr gdLbm a ill Ea1Ai[241110 gar Dom w got ill 9■.Emoba pM EU Srdt Am glow onalmm 91" H ougALIMM mdmmldit moms Maim arl/a®t am■rd Amr Am gbdm tisrmdlm pus ambELLU m mdkbm sit Mddod Mesabi SlABo®W Aas®aG msaa Nut Yams mwwbd met RwdWM =7 Clem soft proceed• CWOW WkVVeWrBetl bawds Tema swwmmt. ary meweer 11raoaw OVIOWIT 1205=7 'Oprwied Rrvle,, 3M7 ckm Bdfp Pladewt c-oww Mork IN I'" IwwteR Teas SWAM Del, ally Pkwkiw 112ar1017 011n02077 120511017 Approved me Miss 2017 Nwadue, end Doom Celeewy: BaNIw Dasw (M3) 770lm2 bete (613)6104M Debaser. Fi9wlor Doom (513) Tr6eea2 Ino. (513) 619469a 1en04ae9lsyr 8adlww1 E10eIlOrOer Asnre e rntrreelnld�deploom fesomoser sodoEranor mM DowAaerlasw yOcm SubCde osin SirONb CweplseNMedwok cOrtlSntlere Mart w urlp cumpaYYe Weeek CerlMntlbe Mek «lisore Caepwanw Wreak Evske sin Deport a9om I�Aarlleab BCft P basiFWAR R4g «a tbanaed Floka HtapRefikeekC11e■Madllw 9oWLAtrvle Attmufilift ls AMMMILiLpt SimOsoNomrapM ■001; gmdkwm bms pso MINIM Ea Hit EMOOLMMWJkVAKKAM paaLArmlMe Aa1lsedisrW1 AwmmijbiLum !me■Mdso fmdlmtru■aa➢lle m1gAY 210MLM blmm purl Bd■m Eutaw BalsoaLbubm r 037YIa4eP1W8F76t:e4rL94,73761sIua7a a" Pan OM. 269L)tb/►Cw(up to9Vwwo 062IMM No Yes, No .30PWV.= 69 013M6MPAN-0f1a3:s4A,04,73,76.IBM, 100.4RST, a"low (MIVL25CL)DOtbbCwQWrtoI&W 06212028 No YN No .30PSFkW Ma 71111. 4RST, 4RSF. GRST, OW, OUT. 48, 4L e4 ♦■. VIDE)CCC6Y174; VI Gorpa Dow PSF 4W. aRST, SRSF, 48, a, 66, 418, 420. US, Was, wide) NMDOODOW 7k WB GW W Dow PSF 42B, NO Gab. GDBeV, GROG, GROV, AM& AMW GDWV. (ELMS, OR68V, ARMS, AKWV, EDm, EDWV 6 SERIES 42DALUMORN SW REINFORCED EDW E DOV Florida DaprbMt Of DAM@W & Professics ROWAS M BLddeg Codes and Staendat I Product Apprswl AppllieMba Detall PllHlttJh molt EAMr Am MOWN lmlmm■t good BlmmEaLbmo mmkmm t Re,Mbet 21"7 CURRIES Division ofAA00, Ise Deft Dave ULULC Ted Barmen, PE c4ee-, 011MIef rhos (141)4942144 MOm84707 awcabowy: Erawnr Dow Cwneonss dWadmOOOSOOmbiNm LXesdseas Neessk CAoorNe w.k w LJare se FMplel %4mo gab Dag !loan imidishm pb IaII pbE� pb R.YWW 2017 M ymhdows end Dorn gtrldlbd H1BaWW EN2A■®L A■®ad Ado Category: VArddws 11Q07o17 10282M7 t2062M7 APtlele4 Stecessenr Smile HMO Completes Method: Cetekttn Mark or Udbg gar Preset U."M N. aNrtu gmilLa m aatmmoiLmo Ao■Mtltlm bond gom 2 108 SH a" now l oblinu tmo p mmilm ll■0■ mJ■Q gmlmLm BMWIt ems 1 W. 707,727, 747. wd l47 Stilt OW PSN Of Dew MUSK OtnO. and LOOM" laase=9 Pee at 1213120I Yn yea Yes, 1MA sale. melts door Building Codes and Standards Product Approval Application Detail Page 1 Oct 2 120212018 Eniftyor RAIL 20 Date P ndne gilt Contest E,,d-,ALlaese VYddted&r VIldtd Submitted FOC Approval A99(4Y.d lb" Br«d shtr Ameke, Ann kodwal Sown M. U rich, PE 122920n 12M32017 CIA782018 Approved (717) 366.3300 MandhtlYers Association (717) 317-8464 beWgerAlobd.cwn guItvA,s-s Aoerevedrw toe Acerovedfor Un Jglprd 1?!M., Florida Depedbinark of Bwinew & Professional Regutttiort BLdWlnp Codes and Standards Product Approval Appticadon Detail Free, /d1 fAlrmis Florida Depwbvwd of Business & Pecteesional Regulation Few 1 d 1 BuNdig Coda six! Standards /Mrmrs Product ApprovalAppli", Detail aAllium pm Bellew or go aft gdLBmdbl pit Ames glom NmdiiNK ralms lddMKAlrtot YYElbdmt YOIdsIW t10om Ewhoos ANNsd Stitaa Revision 2017 WVMdts and Doors Brent Boris. Luis Robert LNw eleven M. UrWL PE O IMI? OB1111W17 081162017 MOW? Approved Odeg«y: E4WM Dom (FIT)3063300 PE-42514 (717)3174Mg4 m6C.egow. 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Gtosimt gOdUKAIMM Md*& .H Ylld■d AIer111G aG.aBlmml MEMO mom Dews Rawk MMM DWO eCCO-cot MMsmWede BOW -VAL 12202M7 IVAM17 URSAMIF Approved (941) 4es0100 (78e) 31628W dnorksopglindusideLoom Sbtlb.Arl■oo AmmaerLbLlre A■■aLll[tio IaatM ps■ DeOYs9rosm S ddm9u b 9od9Lum Sodom EM■■ Vogl BA V as Door 0042021 YN YN YN WA Florida Depaebnrdt of Business & Professional Regulation Building Coles and Standards Product Approval Application Detail Rye 1 d l 1AL018 Florida Departnrlt of Business & Prohesional Regulation Building Coda add Standards Product Approval Application Detail Pew l e i 152018 l Smut Knew r no pM 21KBN r pb 220 Ibr19[ pb 21M 2OLboam 20 Am lfdw NMWA M toms SMANKALMmm 2010NIM xwwlw N■rlbd 94AmmEd Ammrmlr Hatt Art MEMO lbmdm met roan PososAlbtot ghat" MOW liblad a LmotE l hummm mom RsrWn 2017 Clem Buis Plastics, CWWow Mork 10aatr1 e4eds Ta"SWAM NA, Gary Pkddr 11202017 DOM02M7 1210MI7 Approved Revision 2M7 010M BUN" Redwla Compwy Maw VeisaMNp I Tors SKAOM Wti fry PMwrsw W2P71617 01402017 1205=7 Approved CMWr. Bawler Doors (50)7704083 Un ()13)6194k66 CelooW. Eyasrbr Doses (613)T104M Inc (513)6104= $d Catgwye884eoasl BrMrbr OWAOmd" rww- McC4ssterfc 8oWoed BclYI Door Asaen6ft mwNs,rrkOdOWy.Oan Cagmasr Meetk C4dMOYon Meer orLWog ceapBeese reseed: Cerrslon Mork or LWMg aCiit&NLBodmmt gmdkA■®o Atom tim a,,r&,dibrpe Slats pet■ aal SAartlMeoem aw®ibWo Aw■u0Atp1 bra. 21dw au L1WIrl1 goommzm■Wl ale JAZIN 2WINL l¢ Hamlet Em Ma dm112001du glHOOLZMkdmpM 111= 4im1 LEM ammo Ear■ a6 Oe6 M-09 PAN-V163: 73. 73.84A. 94, 4$ 48.428, 4W 8ted Pore (lase. 259L) Sirck4 r (up to 9W vdds) mor4 26 No Yes, No .38 POFI-42 102 102 table PAIF21"10.1: 73. M 84k 94, 42. 48.429.4M. Steol Five seen 25 gL) Doubb.Cw (Wr to 167 ofima g No Y40 No .17 PSF441 OW after Goss. GRM. ARSII SM VRNDCOOE69174; YI Glop Dow PM 4RST, OW, Goad, ORSB, ARM. EM aids) VOWC IDEN174; Wes Gere9e Door PSF Five Ws DeprbrNNd of Business & Proroeesonal Regulation Pop 1 or 1 Florida Dsprbnrnt of Business & Professional Regulation Pepe l e I Florida Depa birm of Business & Prohesbnal BuiWbg Codes and Standards %gable Bugdirg Coda and Sfrdrds 1014010 13diWbg Cads and Standards nyeble Product Approval Application Detail Product Approval Appal, Detail Product Approval Appik"m Detail S 9Jr agumm L William LJ21L version S1albrd-, glm Imb& gm pit pbtmme Nog pm lookK pM goo 9nbloeu got 9" NSHAt got pM 91MPollm pM Revision 2017 W Windows end Doors Am )lure ■mimom gloms Nmbso.AUlus MMMS t gdow NI&.WW ages■■ !®a amr Aril )burg W■m■a[ 92w o EDsmskur laido It lddit Nallia" aCAOWGVs ARROW aver Am Vida NEwbaar poet. IMiN rAlmot glId11" Yllmrl IWWM PUCA-al ARMEM awn ct.➢try: VlMdoves RIM W011 2017 YI WYdwveaed Deere amowner Amwlean Am9wssew ebean ML Wide. PE 12312M7 t2 IMIT 011BsrIMM APpllnd Revision 3017 PGTbdmlmn Dean Ruwk MWn4Dar 9m 000.OEM ans44do GOOD -VAL 122p2017 1210mil 12282M7 Approved Revision 2017 PGT YedusW Dos Rowk kMrdA4G 8000-CER MIMM Dede GOOD -VAL 12rJ02017 12A1a2017 12262M7 Approved BubcW➢ory: Horizontal Slier cosew. viat0oeg (117) 38633m MWubobnersAssedsBo 1 p17) 3174t464 CaYlwy: VVYdows (941) 40 M00 (78a) 316$a90 WYd«sl (786)376,269E complense MstMa:CedMcMlon or Listing Sid4s ostin Fled - >�y. Feed d�.ow Sub sse eounplow m'I+oll Fkrp drow488-0100 �M.00m F111435/iM Prewte comedian Ileeeek OYaleo➢ea Mesk se UdMe Ceseaes Medek CwlkWm Marc a Lutes Cewpaes Wrak Cwmstlw Meek Lolls Npgj Prodtrt Yedtl. Number ar Name gwilLa amm AlasdbLlm 901SLA Imo Asonv albLuM AwMOLW JM Moss ps■ gmeaLAds■m Asor-dibrlre A■mdm[!o ■sot 210M 1 HS lee Ft a d Flangs Fre he Ma alusama m 9110mum enm bllls amikEw SMrms Eme Nos GMOIs9rmrl■ gnomizEkdoam aelOQa adakk Q NW" !'lfBY■ man! EmOMtpodllm 9omss-,--Made KIM amtltma Maw alas■ 1 Iw PW 73 s 72 MYdoN Glows 0401I 1S W Yes MO -saw 9 man ow MYYas in"* Vtyi Red YYYdow 04..,0202E Yes Yes, YN NM 7 sews io" W lases eepn0 Vsryl FM& Msm twdow 07.30202E Yes, Yes, Yes NM Fbrfds Dsprbnrd of Budb & Piabssiorrl RapLMtion BLIIWbng Codes old Mw4NdB Pmduct Approval Ap/tiedrl Detail yew,d, Usable Florl de DepaMdrd of Business & Prohaional Regulation Buildlng Codes add Stardrds Product Approval Application Detail Fees I rI larmte Florida Depwwwt of Busiron & Professional Regulation Building Coda and Standards Product Approval Application Detail Ppa d1 II 1154101. aOYAOM IdI1t9t 9Lb ab 2MLBNrs pM RMUU&i 90 Boom pM gat 9MLhdaw pia aASHMI amr NgrLr pit pM WOMAN 2a Srm Ndid" gbarlrr merlyd a LAUMK Ad Ames Am Ibdw lboe■a[ gal" HsMmAIMM mwmgm Jot mddod Adofti PISLANNEI amend Aoa Am mbrim ImmreR gloms toonKAIra■e gIIdIIWIM youd d libl Y ENgdm■W Maims ado Am Yaw imwbw maE p■s MbMLAlblma Irkmw Lyndon F. &ew9a, P.E. *An J. KM9, PE "Meow 1&MM17 100aw7 12R:lm117 A00, IWison 20`17 NVa9oneWed Dose Blom BMsw Luis R L.wnr, PE Stan M. WWt, PE Ivrxm7 IWIVA17 100311WI7 /2l122M7 Approved Revision 2017 PDT' ' ' 04an Ruwk MMenFMde BCCO-CER MNM*Osge BCCO-VAL 12006=7 IIRS2017 12M)G M7 ApprwM RBWMM 207 Thames -Ts Capwsas cadet., t39Md«Deese We) eSL1740 PE43M (813) 7074M cmowr- wYdgeve (1`17) 3e63388 subcabom bdltOnde9ed.com PE-62614 (717) 317 mu cesMwp �� �9mr. sebsl4 n9eelor D WA$ NMn M9etArt9smearanr. rMNua1. Gemnn lleaesk Ek*kn R4Fot9an a a Cenq Itedwel;I albre Morkorus" CleledNas Weak Besa.Mon MO«L#nm a 'Aesad else FbdskA at- Amlfad« s Licensed! Film4 ForksRai or a Uow*W FbW Ptoisnbsl Egrwe BAMAHtPldo! PrebadnM Er~ ssigned for tin mom eoeIn ed forHM a evert BuoltBlamertt Sec! erped9rld■m pseoNmldlmplt saw a o n gooLe� Arlo AMMEKAWAR miffs tuna gooLh Ifs Addle AeMMOJKpt MINIM! glllm 1 k6dons lerA1 Dose Ind WUedasa Alwreasn MuMae 0082MI Yes, Ys Yes WA Ma amooLonkLME&KALIM alsoL ■ Simalsome vim b!ffiB gdmMomm SOMmI Emo! Ma Em6mL20ad m p Kim aNWAL 019 Blow" Eger■ 1 [fit. Mgot&n**MMoragot. NOW sgsode PMW4ot 0 'rie,akIMS 12r31rJat1 No YN YIS MR 2 a7M4 Verret Aknlown Mulon 12131rMS No YN Yes; WA 0.go tl !dkm lq.ot ev squKCMsslocreM >tiltlom•00 tla4reaOtaswMS Carl -a a Building Coles and Standards Product Approval Application Detail 12/132018 1 En11YAL gate Mgr Did, Pend- gg�, 290i1GI Enan-I License VYldtedBv vglidetgd guyed F9CAppror11A-d Amu Brats SlW w Amsaean Archlodurel 91.wn M. Udch, PE 01212018 01r032018 M222M8 Approved (7M 3663300 MarsAaclums AsodmUw (717) 317-8454 biNOWWMxd.eom OussINdm noe Aeeroved for the Awrovedfer Use yg)M( 29" P,d,,tGsi➢dmm F.dr[WQ, Dish, lnl9Q>t 9Nr1d.Hvw P.M tent P--, 71621rYuded Glass MM 2M9 No Yes hb .651.66 Florida Deparbr rd of Business & Piohaional Regulation Fsw l d l Bugg Codes and Standards 111141018 Product Approval Application Dwild Batl"ZM Sur low go gat pbemm go Am Ysdls, tl■moatt g■w NOmbmLam ma Yd*Av iY gbadtrr adme SlaAm■al em■ua Star Revlon 2017 Jww HWW Buddy Radwb, Inc. Fe w ws Zhu Rork L OWea John SotwWd, PE 0&75 D17 060011017 0S2VA17 110111341017 Approved assessor. Peed War is" $8.2927 PE-24121 (352) 397 M srbcdoloy: Sides PWOM-Wab ■wredrr CorplareMArk EwkwmN Report tram a die"n FWW Res 1dK*d rd9Nd ora LJow" FNddg Probsebsl Erghew satunai&Ado l 2MI LAm A■■ NLW-M AomrllrJM loud mum MSS EOYm bJSda ! 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