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HomeMy WebLinkAbout3263 Lytton Hall Dr!.4 WW SKALL COMPLY MTH PREVAILING oDF S FLi ODA MkOtty* ;ME W,10[01- ELF-CTR' C ANDTtiE0,Ty OF ; EPHYRHILLS ORDWNCES 2019 TE RE JJS�N DA ,Y��°� pLp,N ABBREVIATIONS AB or A.B. Anchor Bolt FIX 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 Red. 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. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bdold 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 Galv. 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) SL or S.L. Side Lights CJ or C/J Control Joint HORV Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KM/all 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 Mir. 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 ML or M.L. Microlam LINO 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 WDW. 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 Proof(ing) 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. L IE FS1 F*4 AAL 1119M 1791 INDEX OF DRAWINGS I SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES 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 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 0 C9 �' z_o z�® z a (� z cn cD C1 ��-' w �V — 0 LU U w _ o0 m N �C" M U ttj L 0 ¢ rn Lo Q d BD N 7 N N o' Z � U) W g IONQ¢� rn O a 05? 15 a LL a d •Jy{J� Q��:c P •''� i F uxo �• kilt' �0 F E S S C' `r11lf i1111lit\01 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com w Za np, a pnQQ�� Ixr-'?"0 o� Z'U H 8�Lie N LU W R W 2 c) Y Z c Q Cr LLI �3 U > 0 w = 00 . °oo fyo� r-I � W Ili < o�o Z LU Ln ..�� W I Z Z Z F�� $ 8 .T—f Z m _ Lu r-1 0- to o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4n0 SHEET NO. C S 0 H. AC PAD ------------1---- W.I.C. 00 8'-0" FLAT CLG. CARPET = -------R&S ---7 -- o A r S3 TYP @ 1 STORY I OWN IS SUIT 8'-0" FLAT C G. CARPET I (4) 2x4 #2 SYP ~ G STUDS W/USP HTT4@ BASE S3 4-SH 2668 2668 O 25-SH EGRESS BEDROOM 2 8'-0" FLAT CLG. CARPET ib tV 3' O 25-SH I EGRESS I BEDROOM I 8'-0" FLAT CLG. I CARPET Calall �I 00 I I I I o � I I I 11'-10" TO I HALL 1�1■�Ijl �1�\III BEDROOM 4 8'-0" FLAT CLG. I U) q9 UJ CARPET cc M O O W I 1 LE �I I K 2-CAR GARAGE S3 8'-0" FLAT CLG. FIBERGLASS I EDGE OF SLAB 2" SURROUND BEYOND WALL•" T 8 t I DRYER VENT 6-0" V-7§8" I G HAS N BOX @ THRU ROOF 36' A F F R&S I i coo 1" N SUR%OUND .0 SHOWER � i awl1���■��m���1 �11�1®��IIrl��l Mi=O=i����..1 I S3 -- ---- 9'-0" I 3'-8" 2'-8" 4'-3" 6-10" T_7" DPT. OPT. D e I I CO -0" LA CL 2.12 SLOPE. I I U 11 CEILING I - Ax _ INIv� I I 868 1= a I r------------------------------------ II 11 T FAMILY ROOM M °` VAULT. CLG. CAFE i CARPET VAULT. CLG. 1 30'-0" CARPET 4 -13" 068 1 B a ENTRY I JZ _ Y °° l CNUJ ILE I I 8'-0" FLAT CLG. . S3 35-SH O 16'-3" low 4068 B.F. II„' - - - -R&S - - ---- F--------- - I D I S3 1 I I I I I 1 I I I E' I � I I I I I I I I I I I I I I 1 I I I I I I I I L--------- -- I 9*1 ,CO] HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2' FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 } S.H. 13 20 X 38 j 18 J X 37 j S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20 X 63 18 J X 62 j S.H. 16 20X72 18jX71} S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 27jX63 26X621/2 S.H. 11-16 27}X72 26X711/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37jX63 36}X621/2 S.H. 26 37JX72 36}X711/2 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 381j 52 } X 37 1 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 } X 71 4 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. � o N N General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 ( +26.6 / -28.0 ) +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET wilff 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 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 B EXT FRAME 2 x 6 R-1KRAFT FACED FIRST FLOOR PLAN CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 11�� GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: 741_ 11-011 (GARAGE / LIVING) GU O Z z� z a U, Z Q0cn W A p •O W ZD ♦� ' ` _OOOm N c N 1 C%1 = Ql C) O O 00 ¢ rn C. � R obi Q o MID. 10 N- N U) Z Wo z raa, z a w W �\\ N Qav,®® LLPt A i2 in P r Ng��O'E7 co •,• ., F 1.0�` �, FESSX ��//11I111111` To the best of fhe 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 W Zg Edo z z �89W J oLL�I��.o OFti0 A uj OZ Z LL 0 U uz -RO "S i v' va°°$ (� �-•� W W Q Z '""I 3 J rl W Q W 2: Z az �a� ,--I Z yl-j 1 o S M W 6 g W W ° o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4w0 SHEET NO. 1.0 MIRROR y OWNER'S BATH KITCHEN ISLAND BATH 2 I U LLJ HOOD ofM O CV CV KITCHEN 0 c� 0 (V OPT.CV REF. KITCHEN 0 0 0.0 zo z�® W rao °U — 0 W Of m N W F— _ ONE c+� M C 1p 9 'g cNh U Qm uL 00 'n�� B D. N YC� •���� b N b .0 N v � h N Z W z fi' z° W �� a W ZNp<7/,�r A M I F L.0 OFESS\A `�'7�Ef lEE i i it►�°°�'°� 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 0th 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 za = U U V J Q 80 L w C) z w cc W oZ Q ZW U 2 QQ F9doP a z J LU LLJ z � z * O� z � to _ f 0 rn .--q a cn o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4n0 SHEET NO. 2.0 5 _nd mow_ — • (+1 ") 6" SMOOTH TEXTURED BAND T.O.M. — — — HDR HGT. FNIENNS0,1111=1 INININ ON ---LJ-1 11 _L I--�_-1�--_- 4--__�4--_�4--_�4_——_i4--_4--_41---T-----------------------------I---- 24'-0" RIDGE VENT HDR HGT. o TEXTUREDCEMENTICI US bo 00 FINISH ON C.M.U. to (NP•) 25 SH 25 SH F.FL. FRONT ELEVATION - B1 SCALE: 1 /4"=1'-0" RIGHT ELEVATION - 131 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 FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 0 C9 zo z a t/) U CZ w �o �U — OLU th h- U W m m N Imp C M U `4 o ¢ CD en in on d MD. N� � h N z W a~ Cn a d LL 0. tj\�NO lI J L Ot�°���r U J�O. % '•.. 5�' p..A � X���` 4ROFggoO1""!;' 114t\`0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Lu - Z a U a rZ6o z o "U0 4y0ucg UJ W W LU g 2 --\ 0 Cz Z U = Q96 . J O 66 ,� LL g ii Zf a Z J W °0,1: aLL 4 Z� rl Ln ,-1 Z Z S mz ° °4 g o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4x0 SHEET NO. 3.1 TV 12 5� T.O.M. HDR HGT. ------------------- o TEXTURED ' - CEMENTICIOUS °D -1 FINISH ON C.M.U. CD (TYP.) 12 �5 -0" EXTENDED OVERHANG TO BE 10 CENTERED ON DOOR 25 SH 25 SH F.FL. 5068 SGD — 28'-0" RIDGE VENT 12 5[,,--' 1 ,I 01 2,-�„ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - 131 --_ T.O.M. HDR HGT. 2'-611 TEXTURED _ CEMENTICIOUS o , FINISH ON C.M.U. co CO (TYP.) CD 1 -------------------------------------------- — 35SH---------------------------------------------------------------I]-----F.FL. SCALE: 1 /4"=V-0" LEFT ELEVATION - 61 : 1 /4"=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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. 0 O CD f zo z z a U, z V) 0 � W •V — Ow l� = E U W _ Qo e) M N C) � rn co ¢ LO �io BID. N I'll T WW1 G p� N N O fCVI � ro'Ny � z � z° Z_ {W� II• Ce ti ,rd W, k W — •� LL a ZO0 ¢,g� LL0 S'X Idle a� m m ww Co rr 0•'Y Q i `• r� 0 /L Oi? O F E S SX O To the best of the Engineers Mowledge, 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 Z< z a c O god" P J �> W 812 �® W Z O za V OO 2Q 0 J Q~< Q ul t71 per Q 021 M. Z Z���i J Ln rl W� W d'z8, .�-1 Q Z ILDn Z Z 175 < S ca ° t O1 g LU aW o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4w0 SHEET NO. 3.2 r,t I �J ,—_ VARIES 1'-10" 12 CAP r CAP 2" 2" N O l *NOTE: � 1" 1" RADIUS FOAM TO BE USED ONLY WHEN 1/2" RADIUS �e REQUIRED BY - 3 1/2" RADIUS COMMUNITY _ 1% co SPECS. IF NOT, Na � 1" 2" OPENING VARIES 2" 2" 3/4" RADIUS = DETAIL TO BE � t` c� BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES - U riv Ac" 1'-0" 1" OPENING = VARIES = VARIES Z o �2" 1,-4« Z cn i VARIES 1" 1" Q fV tiN 1« ir_0« 1« d U) 1 1/2" RADIUS — 4 4" 42r 2"Z 34" 4 r 2 1/2" RADIUS - _ w LID cD A (0 " I I -- CO • c 0 io VARIES 12 3z" 11"rr iv .� Ln ~ M 3" 2«" 1" 1" 1" BASE • BASE wcli p 42 r = O O 4" U �s U- c • <Y N 9 ¢ c, ,n RS Q o N * 12n �' xcenc 8" 2« s D. I.W111 NOTE: VARIES FOAM TO BE USED iq N ONLY WHEN 3" REQUIRED BY `O Z W z � z° COMMUNITY 1-5, 1" a w H � . w- SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1' 4" ,_� Q W DETAIL TO BE 2" 2" Z O -S T BUILT W/ STUCCO. �4r, N ?5 EDGEOF OPENING �—,� • , W = o U o ' = W W.FDSENG.COM a0 W = 1-1/2" THICK 1-1/2" THICK zoo � 4„ 10„ iv = N 101, 6" c 2j„ _ � iv o u� -T 0) ? a rnVKV m « N 4-4« r 3« 2« 2n N � LL .z c Uj 1-1/2" THICK 32° the structural plans and specifications contained within these To the best of the Engineers knowledge, information and belief, Residential 6th Edition. Engineer's signature O MAN the structural engineering phdrand seal is only for 2" rewmgs comp y wi a a u ng - g g portions of the drawing pages bearing 2'-4" _ Engineer's signature and seal. = 1'-10"v 521" T 1 r_5rr 5z" = LO 54, 1-4 3rr N _ LENNAR C0 N rN M 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 " rr 12 VARIES VARIES 4 1 www.LennarTampa.com 2" N w 22'r c • VARIES VARIES I Iz N ° i 4" 8" 1 rr 1� � z Forr Q• g 6" 4" 74- STONE F11 0 = 00 J z a o = r = �1 KEYSTONE F11 .. 0 04 I N _ - IONAL OPTIONAL o g 00 r ^ (V fV w 30�W io ; Rsp io Q 2' 44" `° v R4'* v 3rr Q E g E m GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" O 4 3" 4n C 8 c_ e NOTE: L- • INSTALL OVER STONE, TYP. I--- z ES • FIN. TO HAVE TRADITIONAL > VARI • LOOK &SMOOTH FINISH O ' si • • • ACFOEPS AM/ MATERIAL IS Q) Q 3 -a LLJ NOTE: O -0 a i • FIN. TO HAVE TRADITIONAL LOOK & 2'.1" 1'4" (> _ `/ x W SMOOTH FINISH 14" 1'-64" 14' 12 o a 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12" 54" W 25 3r-8rr 7" i 1« o1,-4, 101, 1« r o N W io 0o N ti Z -u-0 04 W rl a 6 i Ln dLLM LU ti -1 _J ri a a 1« W 0 1 0 = N � Z Z Wig �j = Rh Im Z W N O ,-4 a (A 0 SCALE : AS NOTED Mir DATE : 08/07/2019 CD � TECH: rl FM 1" R�oM r 12„ VERSION NO. � 4nO N - 1'-V 1" 1" GENERAL NOTES: SHEET NO. • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 1 • ACRYLIC SAND FINISH m ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER OWP WEATHERPROOF DUPLEX OUTLET 0GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 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 Q EXHAUST FAN I` Qt EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� 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 ELECTRIC METER _!a ELECTRIC PANEL l 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 POWER CO. INTERSY. BON TERMINATIOIS NEC 14, 250.94 J 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to rights & outlets upper to 20 amp ckts copper to WH copper to Dryer t Alu Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN SCALE:1/4"=1'-0" r '0 V 0 z_o z� Z Q f1 U) z V) (D 4-J cn w �U — p W N if is ~ U 1..1..1 o0 LC N yp, M � ® _ C f6 cm, N L o Q rn u v �i o B D.� N �O N U) Z `j G' z° s if W W W — a 10 �¢ Z O �� �d 40 y , LL d LU Q N a O C' U O 00 WWW.FDSENG.COM rn 0 N Go 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 0th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W z< z n: �z0 ZOoVCU zw<�z JEE W to R CU W a LU Q U = \./ O LL U p Oz 196 0 J T V • V • �_ � C CJ 5 y,� 1� Q w� Z W .. W a� .I Q 2: Z 5<Q �ZLli Y g �a Ln LnZ 6 O SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4mO SHEET NO. 4.0 m rn 0Z v 0 J 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 of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 1 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: 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 save or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 0 Z o z�® a J N 0 4--+ w Z — Ow � U LU M emp�� N 00 Qrn d � N U z�z z d LL LT•i co W - NW " w W a .Q Z41041�0!!/ $ •'•. •••' , �or 4r� O° • . •011 1 1 rcSS1 l_ To the best of the Engineer's laww ledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W� za t �zU o��U 2 �Li o� Z OV W ~ J W U. = C LL �U. �o le 5 o t . J 0 O� N ^ < L ItY Z LU J LA T-4 lJ.l Q ..�� LL z z < Z H8, rl TF co Z :5 U 8 z W O yT, ^ , V ^ / z SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4n0 SHEET NO. 5.0 im -4" ........... ................ 77 ........... .......... ................... ................................ 1C14. `r 1 { I 3-1/2" MIN 2500 PSI CONC I '. '. '. '. '. j. '. '. '. 1 SLAB OVER 6 MIL VISQUEEN I ; VAPOR BARRIER I : ■ 1 o (3000 PSI CONC. SLAB Fpr_0•, OR HERNANDO COUNTY ONLY) 1 13 -54 CJ 7'-2" CJ { 1 CJ CJ CJ ooFD I a 0'-0e I `r 50 '..................'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' . 9 ' CJ : CJ CJ I { I (2) #5 REBAR 00 r S3 { { o S3 VERTICALS w/ in FILLED CELL $M. 23'-11" 2•-10" 4,_i4' 1 { 0 o T G I S3 — $IINK / 11SP 2'-6"x2'-6"x1'-0" CJ D l N W/ 3-#5 E.W. Fir I I LOW WALLS I I I o I C ASE TO L _ _ J�f—c D"."), K { I i S3 =Z-7— CN �— � CEO r op I CJ I — — — — — CJ CJ 7 : CJ b) I N rn G I S3 5'.4" 3'-8" 7'-8" OPT. W :: 2r_ .. -31/2e SLOPE? I I 1 37'-51" I 121'-24" 32-84" 4,•, 53 (2) #5 REBAR I 1/2' <<.". .. VERTICALS w/ in I 00 m c In S3 I I PROVIDE 1 Y" RECESS ...—::: I FILLED CELL HVAC CHASE \\ I W.H. •: 71 FOR SGD. REFER TO I BASED ON I• L TYP MASON'S SLOPE FOR I I LOCATION AHU----------+—-------J ` WIDTH : I CJ INDICATES FILLED CELL w/ 3000 ... . . . . . . . L•._ :" . . ■ O0 ■ ■ ■ ■ ■ CJ C N STEPS AS I �REQUIRED0•_prr PSI CONC. GROUT FROM FT. TO FT I 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" PER FIELD BEAM W/ (1) #5 REBAR VERT I 4 = T CONDITIONS I ABOVE SLAB TYP @ ALL r; TOP OF CONC.I PAVER TO BE 4" 3 1 /2" SLR I BELOW FIN. FLR. = cD PLACES SHOWN HOOKED FTG. � DOWELS 5" EMBED W/ 25" EXT. to PROVIDE Y2" x 9" N (2) #5'S — ABOVE SLAB GRADE 40 STEEL — — — — RECESS FOR FRT. DOOR FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VWVF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN.- 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w 4- LL L a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 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" O � m Z M Z � Z d Ut i--i w ra Q *U — O`L r~ U w ® ~ o0 m 0 v) p C f0 M C N _ U `s` 0O0 �i 0 A 1 B D. N N 0 � 0ID Z �' z W w — a Z yj p g4- IULH Zees<<r, a W� � i v C,O O �N ��(( t O • 1 ����� R O F E S S %O\ \ ���, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W� za Z j g� U N Q J OtJ H 0 g z G z Itx � n Z 0 �_ po LL U, U u Z H. o O r_r- J A� �jH6 • _ T G Z 0*1 E Z .I T-A r1 W lye °� aZLU 110 Z Z 8 0 0) QZ J = auj rn ,--I a V) s SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION N0. 4wO SHEET NO. 6.0 UPLIFT CONNECTION CROSS-REFERENCE 8/e/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 18 - 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 518"ANCH.11810dxl-lQ HTT4 2715 50ANCH.12010dxl-1/2 J HTT5 4350 3740 5/8" ANCH. ! 26 10dxl-l/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HQ5R * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I WS96 16 /107 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HLJS26 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 Od x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 -1 Od SPT22 685 8 -10d SP2 L 1065 605 12 -10d SPT24 1030 12 -10d 12-1 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 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (A) (+ am 34 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER �—(A) INTERSECTIONS. SPLICING / 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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'- O 0 V Z c Z Z Q a v, Z C9 Clt/') Uj w "U — Ow �N U w � '® ~LN �C m a�aNnm _ = 0 U C Q uT 5"� U) Q 8 a d N 10 fw c010^ 4 v 4t 00 AZ M�z z — "-' z � w Q ��us ` Q- Ul Z ONT af 0 Off 1i���,�, LL.— {�\t,p- '- Cp� ¢ ' *ww.FDSE M ' s�000, �"� 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� Z< rzad '00 Z ` W Co �8 W ` ��/ CL .� Z Z Llf C I ` Q z C� Z U V CC, LL-8 ; LL ;i RO o r- J aw) O t;o�� ON O 1 92 cc q),bf z z 150ti T-11 u.i w a Z U $ ,T-i Q z g z z 1z 0 rn a, g = � <uj --4 a cn o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO' 4v0 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. Cast4n-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.D4. 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . 0 a verticalload Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS Ej 8F8-1B/1T 8F8-0B/1T 8RF6 OB/1T 0 0 0 0 8RF14-18/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/11 i'• i • © © © ® 0 8 20-0B/1T 8F44 1B/1T8F401B/1T 8RF40OB/11' 8F321B/1T FORM dr GROUT SOLID C :!• � W ° #5 BAR CONT. 8F12-1 B/1 T "V" LINTEL DETAIL SCALE = N.T.S. 'Ime 1111 Ic 00 Esso moms- E.- US F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @BOTTOM OF LINTEL CAVITY i J ui W 8 F 16- B/ 1 T f- J Z tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c-1TprecastI1ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3, grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S REBAR MIN..(1)(1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL O a 4 `C.M.U. #5 REBAR AT TOP e' n a GROUT MIN. (1) REO'D Q 1-112" CLEAR , D a A A a < n J 0 Q (1 C.M.U. 5 REBAR AT OF = — m w WZ W o BOTTOM LINTEL CAVITY k%i - � W 0 X W 4 -BOTTOM axon REINFORCING PROVIDED IN LINTEL I LLQ O Ir Z- d Lu aD D •' k7 3 � #5 REBAR AT BOTTC 7-5/8"ACTUAL NOMINAL WIDTH F AS INDICATED W R Qo L, t (VARIES) U)g o LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementibuos coating. See contractor specifications OF OF 6-10" LL 6'-6" LL O O 6-10" LL O 17'-4" LL (E) MIN. LINTEL PLANT SCALE: Y4"=1'-0" O ll O o v Z g Z Z a Z CD V^), 0 Q) cn w Mo "U — O w C/i = t- E F— U w ~ c� mo C M Cl) ® U � C .0 O ¢ C" NO Q o as. =Jl N D — N Q1 <O O .w cC, 00 rn ae U Z LU �z li Zo j'X.. ;v LLA ri — a UA V ¢ � uw OS1�'cCt'O m��' �Fp•l G.C011fl ' O� w 0FESSION4 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 w Z a OO ZUU 2 L 0 W LA' Z 7 W Q OV Q O U = %%-/ CL LLJ� . o w52�s� 'd A v0 LU Z a �i J r-1 I W Q W � Z a W ~ z �a ,--I Ln Z W S 00 � :5Z LIJ = SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO" 4nO SHEET NO. 8.0 M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES 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. LOWERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5frMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th 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. F AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A ALL R00 00 USS S O G N FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 /a" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 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-1-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 (3l8" 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 "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM 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 T-0" away from the building side walls. 3. Irrigationlspnnkler systems in uding �all risers and spray heads shall n6t be insta led wlgthin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back ill 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 dilutipn. If rain II occurs before vapor retarder placement, retreatment Is required. 9. FBGR R318.1.5 - C ncrete overpot/ and mortar along the foundation perimeter must be removed be o a extenor salrtreatment. 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 chemipal barrier must be installed aft construction Is complete, Including landscaping and irrigation. Any soil distuled after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBGR 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= +J- 0.18 ENCLOSED BLDG) BUILDING CATEGORY =11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN F-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 56 SINGLE 9x7 +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 THERESPONSIBILITY 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" 1V4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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. 21L61is ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. O z� Z Z Q a I� Z to 0 W cn 4-+ w C6 0 "U - 0 w U w F--- mo p,, Cn C f0 M ® U C N oU_ o a L0 9, a d A, BD N C" D• C r=�J1 N N z U) z 01 1 Jib um ,..•o V 0 F ••Q awwiPn' +' w �. U UA LL •� 0� F E S 1 �� `' ..lr,rlf/fJ6ili4tlt`t`L���\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com rx za VZp0 �Z. 8��R LU g z R z O U 2 �/ . z 0 gnui Z� W L n Q LLI Z i Ln T-1 LLn ZUj W A S O _f ,-1 10. (n s SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4nO SHEET NO. SN 0 A LO 0" 9 m rn _ 0 J iD I z i 3 a rn i E / E2 i :c O 4 8. t� N rn N oho ao —. 19 CORNER OF HOME GARAGE SIDE v w J ca ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + +EoI + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0+" (TY+P ) 6-0" + 6'-0" + + + + + + + + + ++ + + + + + + + + + ++ ++ + + + ++ + + + + + + + + + + + + + + + ++ + + + ++ + + c + + + + + + + + + + + + + + + + + + + + + + + + + + + �+++ ++++ ++ ++++++++ + 15/32" COX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (1,110 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 Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 314" 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 2x " _ + 5/8" or 3/4wood panel 90 2.0 2 x _lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM w rc a STD. 90° CONT. #5 BAR CONT. #5 I HOOK �(�� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN 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. ?" min. )Small 2" m gap ax. � 4 max. /71 Q 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. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., cinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor soli imn w/ Inzrle N.T.S. 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 code for appropriate 1/16" details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G 000 5'-0" - STUB -OUT FOR 0 1'-0" o o ;n GAS METER U &4 = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" 1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. V-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) -/ Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES ---� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. I-Z/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) D r (see table below) higherthan 15001b. 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 Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate ® 9-1/2" BCI5000s 11-7/8" 14" 2-8d 2-8d 2-8d 3-8d 2-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 5/81 THRU BOLT SIMPS( w/(22)' NAILS 1 R TRUSS 'OP PLATE IN TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — tat UU I MNTInfntKt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 8 V-0" V-1" 1'-2" V-2" 1'-31" V-3" 1'-7" 1'-11" 74" 2'-9" 3'-2" 3'-7" Any 16" 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" Span (ft) 16 V-0" 1'-l" 1'-2" V-2" 1'-7" 2'-5" 3'-2" 3!-1 Off 4'-9" 5'-7" 64" 7'-2" 20 V-0" V-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5•-11" W-11" 7'-11" 8'-11" 24 V-0" 1'-1 " V-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7•-2" 8'-4" W-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 BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — Nail with 10-10d nails. - Install tight to top flange. SLEEVE THRU STEM • ' •.. SEE PLAN FOR •• • . • ; . . • FOUNDATION INFO ' q • C • STEM FOUNDATION GRADE REINF. SEE PLAN \ Filler block. Nail with 10-10d nails. e Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange.W F° ° <I 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 00 00 0.6 X Joist ° o depth u I -JOISTS BUCKETS N.T.S. lIF a A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • ° (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 1r1N11r:z_ii;H muh-Ete, 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 1 I�IEo_ Halt SEE FND. PLN. SIZE & REfNF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE/F PENETRATION PLUMBING LINE e d a ° SEE FND. PLN. SIZE & REINF. of PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d °e. ° f ev G .a V e ...v ° a SEE FND. PLN. SIZE & REINF. 0 if 0 (D zg z�Z V) 0 0 --J w (z o •O w Ln U w �=8 m N C M cMM '® = U `i' o 04 "co o ¢ rn co ao co 8 0 B D. .w O O Vt N O ((Nnn 1) 00 W Z Z H, z Uw W ab w V'o a o d a o LLy m Z �/i�Eq' W QN¢..'E a s! I I I I!1 " D :. 'G I v aF • F L. O • 4(1 'O�oFE SS`ONr \`\\,z of�rr��fft II11 illlkt�����\` 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 - Residenbal 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¢ zp0 zol°0�' zz o'y Cl) U LL u L ul > oC /'\ 0 z :01 (V z F_ 3 O 'D Q Cr U T� U P6 0 Ql � Wi7m� $1R� N �/� VJ Wa }r�yl � W , �/ li z ", - VOl z '"f a J lii Z LL W TF %0 z m 0 M g = z ,--t a to o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 400 SHEET NO. SN 1 ON 1111111 n1P11 � utw 2 1 m v 00 0 J v7 LO t a i 0 3 O� N 9 0 x 0 0 3 X CID yZ N Y i J v L� N 0 a rn N 00 c 1 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAdk ALUMINUM DRIP EDGE ALUMINUM FASCIA " N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C. FINISH 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN U.N.O. CELLS (SEE FOUNDATION 1x4 P.T. BASE NAILER FOR 4"x4"INSPECT 3114" BASEBOARD PORT AT FILLED CELL MIN. 2500 PSI CONC. SLAB c� AT GARAGE MIN PSI MAY VARY PER � TO CUT BLOC MUNICIPALITY. CURB DUE TO CONCRETE SLAB W/ 6X6 n- NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH "FIBERMESH" BELOW GRAD M � I s � 6 MIL VAPOR ► z BARRIER D � � r COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. #5 REBAR TYP. O TYP. N 3" CHAIRS 11'4' (1 STORY) STD. 90 HOOK (SEE O4„ V-8" (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION rA SCALE: 3/4" V-01" S3 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5l8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR / PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL FILL PLAN NS) ION H TYPICAL CONTRACTOR K OR POUR SLOPE 4" to 6" E OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--\ BLOCK WALL BEYOND — 14 O.H.D. RECESS = • ;. 4" _ SEE A/S3 OR J/S6-­'-111-M9i�LTiU9 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) 1m11=IC=1�: _ .JIMN�l� - I'- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-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 & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH I 8" TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR -� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ = 2"°x3/16"PLATE WASHER (:FW) `n ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" a A.F.F. O.C.) 2"- 31/2" MIN. a ° •° ° 4 a 4 4 ELEV. 4-3 1/2" Z ° a 4 c , a ° c 4 O ° a ° 2x4 CONT. • ° LIL °a ° 4 A.F.F. = p 00 r. TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5l8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (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 HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"4/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". O.C. 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) " O INSULATION PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SON SP1 wIMP/ (10 S ) 10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH INCLUDE THE WALL ATTACHMENTS 2n 6x6W1.4xWIA WWF OR FIBERMESH III t 911' 1 ll—Ill �II�II�II.-11�!11�!IIL�ZI 11, .11.. 1. an =11 �;l��n�l1-111.=11=JI=11, = IL=,�1=�1F=1�=7i=J1 I GARAGE SLAB AT STEP r SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8'1 "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" �1.=11.=''II�11�11�11'�11=. i 11.=nrll Ilrll 11_Ihll�ll�ll�lhll` - iKkI11. -1111111111E11111e=111_M420M• - MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S N 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c M 0 p 6 MIL VAPOR BARRIER - p ° p; 4�� 1,-4�� 8" #5 NT. 4�� '� 8" U.N.O. MIN. U.N.O. TYPICAL BEARING WALL a(� STEP an SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=V-0" c7 SCALE:3/4"=V-0" Goy,.. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY Go FORM SUBMITTED WITH PERMIT / \ APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR ---- PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] z Ax— #5 REINFORCING BAR R 17/8" T #5 LAP SPLICE :--III—Ir-11-11.—�1I-11-11- SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 01 • J CONT. BEAD SEALP& - Q INTERIOR -31 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE _ ____ I- M 6 MIL VAPOR BARRIER 4�1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" ��. ���_��_���_���_���_���_��_���. ter. �..� ®' ■ NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE it D U 0. r e a — — I p U.1 rn (2) #5 CONT.- ON 3" CHAIRS 8" 1'-4" (TYP.) CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > F-6". -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. •5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c E 6x6W1.4xW1.4 WWF OR FIBERMESH r p 4 8" TYPICAL INTERIOR BEARING E REBAR DETAILS F WALL W/UPLIFT rG S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x WI A FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. " FOR TRUSS SEE PLAN FOR " _ " CONNECTION INFO ° TOP LA BEAM = " & LAYOUT DESIGN _, SEE ROOF PLAN c ° a.. " ° a ': A ' r (2) HTS20 FOR STRUCTURAL BEAM SIZE & a CONNECTION INFO M A 8 d —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E v = 6x6W1.4xW1.4 N `WWF OR FIBERMESH K S3 2x4 P.T. PLATE 7n6' O.S.B. -- COLUMN LOCATION 2x4 T BTM I i 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE AIS3/J/S6 1 80 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W cr a SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL Q > w J 6x6 P.T. #2 SYP SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0"IN, S3 SECURE P PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS S TO FOUNDATION PAD E SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN M W/ MIN. (2) #5 VERTICALS 00 GRADE- - a FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) c7 III=III ° 4• 1=III=III=1 I =1' Z W 1=1 11-1 III —I 11-111—I I W L w cWn w 11 1= I I I 11=1 I-1 I- Z BRICK PAVERS or SLAB PER 00 = -) I I=1 ! • ° a = z COMMUNITY SPECS tl �; - - - 0'-0" FIN. FLR. _ 11=1 =III=III=III=I I I I III=I I I _ W -III 111=III-111=I11=111 III—III=111 FOOTING d I LI I 1=11111 i I I l l 11. , I I —I I I -I I I= BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE .UMN FTG. DETAIL N SCALE: N.T.S. CJ`3 O U' c9 �' z_o z z Q Q- V) (D •a' LL •U — p W in CL, W 8 E N _ U :5 o :§LL o Q ''� �j 1 n o 9 o � �N Z f7 C z CA 4 U LL o w W u- U, a �¢� LLCID �� -.: WWW,FD 0� F L0� d tz '` �'%il/f/IIIIIIiII0����a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com o W I0. � It J Q �z� 0 LU � J g�gw a0 �,s j06 ro f= 3 O z a U 2 � � U�m� N A O U— z¢�Joe 2� Z r—q Ln J rl W Lt l LU Q Z $� LA k ,—I Q Z ZII g a rn LLr) ' rn g W = W ,—I t1 cn o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4v0 SHEET NO. S3 (MONO) 12 �TYp) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE WA I MAXIM M (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)-� 2x DEAD WOOD @ MID FOR CLEAN -OUT IPOINT w/ (3)12d MIN. EXTENSION FROM 2x TOP LS SPACED TONEADOUBLE EVENLY EVENLY EXTERIOR FACE OF BLOCK 1 1/2" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE LL S U INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. St� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)1Old TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ♦� i STUD W/ (3)10d NAILS 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 Wl8" 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. 90A 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 CL TO DRAIN EXTERIOR 41m; WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 _ 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KBNMASONRYLAYOUT rD .54 SCALE: N.T.S. 14 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK - OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a a o d o a e d 8" STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O 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 BLOCKING (TYP.) \--ROOF PROPERLY. TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. WIDTH OF OPENING VARIES 4" 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 \00MEEMEMEMM�00MAI\WEE r �J r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (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. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d a 8 o POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. ryy� 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 -CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL d a d d a DOOR STOP MOLDING 2 x 6 P.T. d 1 �-GARAGE J-BOLT 141 TRACK BRACKET DOOR TRACK ' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) 1 (2) (2) (1) LSTA30 9' -16' (3) 1 (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 • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. DO O,Q SIMPSON HTT4 TYP. Op FN��Vc 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 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMPOSON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 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" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENTLIN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U ■ _Z Q 2x TOP PLATE 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. FSTAGGERED 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 . ' 4, SPLICE STAGGERED /_10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ Y4 l6d TOENAILS TO �� P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+� F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR - ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC -RECESS SP4 SP4 a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 -10d NAILS @ 6" STAGGERED io I J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE E BEARING WOOD FRAME WALL -09 j 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)114" x 1 1/2"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 wl (14)1/4" x 21/2"SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12"EPDXIED A.T.R. IN. 8" EMBEDMENT w/WASHER &NUT p • FOR DTTZZ USE 112" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ 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 a I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O-C. MAX. 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 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. o -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELDo o 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 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM d 2X8 P.T. BOTTOM 21 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 R SCALE: N.T.S. S4 Ou O 0 V z� — o z z a 4--' w � Q •O W kh = �V) U o0 m W s1- — M LLD In 9 M = C)I O oN = if 8; ¢� ,R-W a<o Al MID. N D N Z W� W Q ° WLL ci a Z a p 0 .Q V Y.ww , m 0] Z W i+ "ll!/ in �� 1�VWW.FIT$EI�jG<)OM•. ` U�I-SLS-1 z , Q ItIflit &A����A To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentiai Bth Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com LU 24 a z 501,4 8 zJ owffo "�® Z Q3 -a o O U)81 . J Q Q��Q�Q.j � 0 tj0.� r..q W�R o� J5 Z LUI Ln di -z a ,J-4 ti l Q Z 55�� Q Ywo z a Ln TI *k rn Z yt = y� $ 0 z �uj O rn g SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION N0. 4nO SHEET NO. S4 Tf: SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (I 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ 2 16d NAILS SIMPSON H1 OA w/ 18 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () ( ) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR " 10d x 1 12" AT EA. 1 12" AT EA STUD SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES OUTLOOKER (USE BACKNAIL wl (2)16d NAILS SIMPSON H10A wJ (18) OUTLOOKER SP6 FOR 2 6 WALL USE " °� 24" O.C. 7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL 24" O.C. @ OR SHEATHING DETAIL BLOCKING FOR • FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKINGSKER 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOURFASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2 "L" BRACE TO • 48" O.C. EACH JOINT W/ (3) 10d EXTEND AT LEAST 90°k OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACEWEB LENGTH & NOTCH ATEA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 1Od 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/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-O" 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 Odxl 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 SECTIONEMBEDMENT O.C. MAX) T MIN. 4" IN KO BLOCK ri GABLE WEBSECTI0N 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 S5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) x SP8 FOR 2x8 WALL) 7 2) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C "O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE vz 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1Od & (2)1 Od 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 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAIL NAILS ATTACHED wl 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 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O,C. SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 () 10d x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J r SEE STRUCTURAL OUTLOOKER 24" O/C @ ON SHEET S5 FOR M x DFORLING X-BRACING, AND TOP N SCOHEDULETES NflBLOCKING FOR CHORD BLOCKING INFORMATION `° `° °° SHEATHING DETAIL FIRST FOUR ROWS OF ES @ 1 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES ;° 00 APPROX, 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING " EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 /� NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 `7 t 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" -16d OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ 1) ROW ( (3) 2" x 4" LAMINATIONS W/ 1 ROW () '� " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS W/ 1 Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/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 CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING - D ) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" SECTION S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. N.T.S. S5S 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1Od PER JOINT 11NIMUM 2x OVERLAP TRUSS BRACING 'ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP SEE PLAN FOR WOOD TRUSSES OCATIONS @ 1Odx3" O/C 211x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT f— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL 1/�M 1 GABLE TRUSS g5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. Srj V BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \—BRACINGw/(3) 10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA wl (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4'T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —� SINGLE "L" BRACING DETAIL/'_6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX 'X' BRACE SEE DET. J/S5 , CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I11 =�MII11 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - S-0" T-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS `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 1 V-0" MAX. ` 90� 0 Cr CORNER JACK 0 Y a w z 0 U il *11 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T'BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 u 0 v O 0 V zo v, z� z a U) V) U' 4--Jw o •� w Lh �C6 U a w N CCnn 1 Q N U =" o ate, 90 �N_pp N zm N Nf E _ Z_ Iz° II• a W Q y � d OZo% to MEN oa ZyMt=_� a� UWi� l/Jt,ra U To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W� za f� � �Xz 0 8 IN ti L y (J) } fz Z aC Q U T� _z �oz H6 a' a 6882 C ri � � w Z J r-q Ln W w ° a z W Q X z d< ~o I"�'z rl Z8 m 0 _ �LU a LA o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4nO SHEET NO. S5 wS'"• T„ P 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION ♦ DOORJAMB REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT FOR _ PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL CONN. 1x4 1 X 4 ` #5 REBAR (TYR) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W! 8d 4" 1 x4 P.T. 3-1/4" LONG X 3/16" 0 FURRING 3/16" 0 X 3" LONG FURRING �� �� TAPCONS FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2X8 �P') ` '' BLOCK@ SPACING �� PER MANUFACTURE 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 `STD. 90- HOOK 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STD. 90' ` �'I (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED 12" O.C. @ FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB x 3 -1/2" TAP TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" () O.C. & 4" FROM EACH 1x4 — — TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING ' +2" NOTC @FIRST COURSE SIMPSON HGAM10KTA 12" O.C. @ w/ (4) 1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN, 2" EDGE DIST. (2) ROWS 10dx3" 2718 INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" 0' 3-1 /411 DETAIL t5„ FNOTCH WEB AT IRST 2 COURSESBUIE OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FI LLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION 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 SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" .� 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE = BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER RTHER INSTRUUCTIONS .. ' . ' • Y SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHANG BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL .... CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN N.T.S. �( M RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" INSTALLATION -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" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ O� x FRy TO TRUSS TOP CHORD D AN MIN. 4" EMBEDMENT AT 16" O.C. + CF yO7/y 1 r-0'r 51-0" SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION BLOCKING AS + + ° �� �� �� WITH 1/4 x 31/4 TAPCON (1 1/4 MIN. B-B ROOF SHEATHING ATTACHED + EMBEDMENT INTO PER NAILING SCHEDULE ALL TOQSUPPORT /4 MAX .) 2'-0" 8" TRUSS + + SOFFIT °t>#5 BAR , o D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 10" ° o ° ° CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP o ° °� IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS _ o KNOCKOUT / c� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR i p MONO FOOTING _ x (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL7 ° AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAXSEE PLAN PRECAST LINTEL STANDARD b SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 90' HOOK iv #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC � 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") - -_ - ' � a � � �- � '- 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.e ' - ' �- ° �. °" '"Sk ANCHOR INTO ARCH BLKG.STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY rL SECTION @ ROOF EXTENSIONrm_�� REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0° SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D)SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" } #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0^ F.F. EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LL LL' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p c� THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o > o 0 a A REINFORCING AS FOLLOWS: a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT g' * v z #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ o ° � � EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ¢ Cr, FILLED CELL SMOOTH. DO NO FURROW. ° , .° cN DRILL 3/4 x5 MIN. HOLE - F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT GRADE >. to`. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 „ MIN. LAP p . °.a �. O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: i•, REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o ��a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY 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. �111 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�� "r a 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. 7 IF © fl O 0 V zM —o z�z a t� z V, C9 .F.. i w � p .0 w Oc `- U m� LU F- _ N M 1-8MM Ooo U " CO ¢ rm 0 Y U, R Q O A B �• � N fq U) Zz z Z 0 Z � �tg�� ¢ $ C, U � .FL18i?Ii w . U "fill III liil`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 Uo a r airir WCe 8 w N m 2 Z L O z CC /­s z Q3 a -a•I W U vJ C Z 0 �~P 0 ejj 0Co � N 0 g<Z0 W ZLn LL IS J rl Uj L1J Q a Z �a Ln ,-1 ¢ z � ZZ g rn SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4mO SHEET NO. Sis 3 0 P rn LO 2 3 m CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.)r SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER M MIN. (4) L 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. Cg 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB 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 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----LWOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE zzzp- 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 2X4 CONT. AT T & B CHORD WOOD TRUSS �3 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 37A TRUSS HIP G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM .k . 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS F SSLPAF TOP BOTTOM CHORDPE SEE PLAN FOR TOP OF WALL - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3)12d TOENAILS TO PLATE BELOW ---MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI SCALE:NTS (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 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR lo COLUMN SIZE & BASE oe CONNECTION INFO 7/16 OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO — SC EDULE/PLANM 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) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A F__� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2_2 SCALE:NTS SCALE: 3/4"= V-0" .v- SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRU SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. �7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER CENTER OF POST MIDDLE F- SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `-• MASONRY WALL BELOW: SIMPSON �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN �, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS 4' SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE:NTS 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�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 OR IF 2 PLY TRUSS SIMPSONZ LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 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 rq SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE gi 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/- L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ 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 PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS O U' V Z r, 01 z 8 z� Q a U, zC:t/) (D C., +-+ LU C� in •V — w v) .� U o0 m N w _ s & C, C 1 M N U r"m ns tm 0 LO A Pci C ��*� N `O f w p .N. c'! rt .�oQ{ M Z E�' Z /yam W LL110 ii Z 0 0Nfc t� m 1 1q a 1?> 0 W/tf' �, \\\\N,; \WWIArDSEN C� — < ••�/ (( U \pq g FLO�OFESSIOk \ /1//111111111`��� 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 50 W - c a 0 U Y�' OC J OV �G,�,,•� O N® U) F CC O zz n z Q U� LU -a 0. U� obW o J Ro J1 N LU 41; 0� C� ."a Z � In j � &� J r-4 LiJ Q z Z 8 .�—i co LnZ S I co o$ , � jj � �f __1 0- cn s SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4n0 SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in BARRIER WOOD FRAME CONSTR. •V TAPE EXTERIOR SELF -ADHERED FLASHIN 3/4"A" BEAD OF CONSTR. (O.6 Cm : 30.5 Cm) 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND "�EMBLBDN"NOON OR EQUAL WEATHER PROOF CAULKING EXTERIOR z � CEMT. FIN. Q �- WEATHER SELF -ADHERED FLASHING BUILDING PAPER 2 ' RESISITIVE BARRIER SEAL TOPS OF JOISTS I WIRE LATH UNDER DECKING SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07) " HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive RIM JOIST 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 1 1 BE USED. 3. Fold weather resistive barrier back over head 2 2 O flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW , FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL SCORED LETTER ON CHEMICAL O RELEASE PAPER COMPATIBILITY SELF -ADHERED FLASHING (BEFORE FOLDING, SCORE SELF -ADHERED FLASHING, r RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF THRESHOLD 2 3 ' �J SECTION -A (SEE DETAIL WP02)� L-- SELF -ADHERED FLASHING SELF -ADHERED FLASHING NAILING FLANGE 1 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS BOTTOM NAILING p UNDER DECKING FLANGE O (SEE DETAIL WP07) T., m P c s 0 t2 to LO I c i 3 a N E E 0 c I'u i L� E 0 c c41 0 a. a z H I Y x J LZ rn N oho Go 0 a rn N 00 00 NOT USED in SELF -ADHERED FLASHING HALF ROUND WINDOW rv�anna i uwi m.�a SELF -ADHERED FLASHING DECK JOIST E AM Q SELF-ADHER n SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER V PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A 1 2 SELF -ADHERED FLASHING PATCH ,HERED FLASHING 1 2 4 5 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 THIS GAP IS A RESUL NATURAL SHRINKAGE DO NOT SEAL. DRIP SCREED PLASTI ACCESSORY me SOFFIT/CANTILEVER SELF -ADHERED FLASHING INSIDE CORNER -7 Water Resistant Barrier Lath Sheathing Stud 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 TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB DND BREAK WRB F LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as (Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all O 0 Z g Z Z n Z Ln U' � w �V - 0 LL, N Ln U L LJ mo 4) ■® _$ U OWN �oD 12ti ¢rn �8nv Atl B Ds "� 1.*1 _ N N N0z �. Z' W Q ri 'L Us U Z -sNrn O Q 't=e g r! 2 m T �, m Z H MEN LL D W Q N¢M1 c U O V O 1­1 U WWW.FDSENG.COM C" N O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com rord� Lo Z Q W Q OC O' U u��Z1O0 ZZ OSW 2 �.- ouzo Q) F- CU O �3 O Cr a- 1= g i . oLU Q �6�yy W$�mpSp vv00ZCQ .�y N Z _J Ln di i3 a rA W X Q Z � Z U Lu Z S rl Ln ko Ln ZZ �ui 0 � J = .-♦ a Ul o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4n0 SHEET NO. W P LSI'MPSONro,g Tie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Esetb6ahing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1781 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 8) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2018 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building deparhrhents under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 8/30/2018 when it Wil be re-evaluated by Simpson Strong -Tie. Please visit www.strrona ie.com for additional pertinent Information. If you have questions or creed further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. AP4 Keith Cullum, P.E, LEED AP Engineer, Southeast U.S. Branch Page 1 of 1 dvWBDW "7.,... v'' n T'c r„-,. 'y 1, 2221 Country Lone Mdtimsy, TX 75M Phons: 072.542.0320 Fax 072.542.4130 wvwjtronafis. m A3 r FL17244.1 ol ESR-3455 A23 FL10446.2 ESR-28M HD210-2 FL17232-3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD218.3 FL17232.3 ESR-3445 HU218.3 FL1D858.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU28 FL10856.3 ESR-2549 HD28.2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232A ESR-3445 HU412 FL10858.9 ESR-2649 HD810 FL17232.4 ESR-3445 HU810 FL10858.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM2008D3 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236-7 ESR-3448 HCP2 FL10447.2 ESR-2651 HTA18 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT18 FL11496.1 ES-0130 HTT46 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTSW FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 HUGT3 FL6223.3 Evaluation Report HGT3 FL10458.19 ESR-2613 HUS210.2 FL17232.6 ESR-3445 HUS210.2 FL10858-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856,11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL1D856,11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU28 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 WS210-2 FL10855.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10855.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL1o655,111 ESR-2549 JUS28.2 FL17232.11 ESR-3445 LUS26.2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10555.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10587.71 ESR-2615 KST200 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2106 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA38 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-= LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL1D446.3 ESR-2805 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-26M MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-28M MPH3516 FL17240.3 ESR-W7 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-W5 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3465 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3465 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.28 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.28 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10458.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.38 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/18 FL13904.6 ESR-2816 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL114732 SIM200802 PHXU3518 FL17241.20 ESR-3444 CS16 F1.10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL1D456.8 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL1D458.7 ESR-2613 RT16.2 FL17236.2 ESR-3448 H10A FL10456.8 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17238.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17238.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17238.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17238.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17238.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A FL17238.3 ESR-3448 SP1 FL10456.41 ESR-2813 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2813 SPT4 FL17244.32 ESR-3455 SPB FL10456.44 ESR-2813 SPT6 FL17244.32 ESR-3455 SIPS FL10458.45 ESR-2613 SPTB FL17244.32 ESR-3455 SPH4 FL1D456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28.2 FL10655.3 ESR-2549 THD28 FL17232A6 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468AD SIM200804 THD412 FL17232.16 ESR-3445 HD08-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM2D0802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HMETA20 FL11473.9 SIM200802 • - - LGT3-SDS2.5 FL11470.7 SIM200803 • - LGUM2e-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 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 construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NOWIMPACT) FL20461.8 +87.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0%87.0 pat ThermsTru Classic -Craft and Benchmark FL15225.1 +87.0/-87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf ThennaTru FiberClessic, Smoothstar, ClassicCraft, Rustic FL7840,1 +67.0/-87.0 psf B. SLIDING MI VNrxlows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 pat PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (BX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors WS (16X7) FL15279.53 +30.0/-30A psf Clopay Building Products Residential WlndCode Doors W8 (SX7) FL15279.85 +38.0/ 42.0 pat Clopay Building Products Residential WlndCode Doors VW (16X7) FL15279.102 +37.01-41.0 psf D. METAL LOUVERED ORS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see trial set) 2. WNDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 psf PGT Series 5500 FL239.7 S. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-W.0 pat C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 pat PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Herdis Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A S. SOFFITS Alside Solo and Vented Soffit FL15272.1 - FL15272.2 +70.01-70.0 pat C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. OM Ridge Vents FL18918.1 - FL16918.4 NIA Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanoo, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile moony 900 FL7849.16 - FL7849.20 WA F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 WA B. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA MTek Industries, Inc. Truss Plates FL2197.1- C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Untels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsits; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPUCANT SIGNATURE DATE -0^-0' ^W W N N U OL \V .0 U � Cn CD CU c O O O W C O LL, - -0 .N Cn CD E O L CCnU 0 Q .Q .� ''�^^ VJ r SHEET PA 1.0 Building Codes and Standards Product Approval Application Detail 29111 Eo kl or La, Yfabt Ytwbwrint Jiff 1oplreL AL(geme wie.e.aee Revision 2017 Thamlo-TM Corya/Mn MCIWright Lyndon F. Schada PE. Ryon J. King. P.E. CWgory, E)bdw DWS (419)2WI140 PE43409 (813)767-M Subcategory, SvinOV ExWW Doer Mawbles adee®nliNgeruufren. Ctental "YKhod: eVok abon Repad ran a Com Florio Raghlond ArcMbd a s Cloned FMrkb Probtabnow ErgkYa P.g.1 a 6 Florida Department of Business & Professional Regulation 12112FMIB Building Codes and Standards Product Approval Application Dateil grata gLb OMf.Cfadas QMt ads E618L9c l(i1Wt9fd lutMWW PBC A —el Awroved lbtlt I= V-1- WOYhSg6fL 220M NOMcfs<Aimmf yeldY.d By 1016/M17 07/12/2017 10180017 12112r2M7 Approved Revblm 2017 ThW—TM Corprafen Rick WVt Lyndon F. Sdonldt. P.E. Ryan J. Xlnp, P.E. C41.4-Y: Elderw Dom (419) 29&1740 PE43409 (813) 767-05M BubCsepmy: SY*Vq Extant Door Asmnbws aas. COMPHo ace Method: EveUd el Reps Rem a d.rm FWW R991dend Ardeed a a Lkenwd FWW Praewlona "hwor FLeMY7.Ra Frodrda Pttw 3a e 12/172018 ➢set 21b Odf.Ewdm 40 YaImMlL lmkwm9 FBCA6oa1rfi Awrsyf4 IWOu 12R32017 12M312017 12rIUM17 02/132018 Approved g0Yl01Aealoo6s ARRCUjdferlbe Aa1endfer Ups 1mwM lltdeg (uYav Aeeun rce Aoe evedfw Uee Amrondlw Un L1l Predud YeMeL Nueber ar oug Pad1MLAtlStlMm Lf 1nwvw Oubeee HVHZ BfYmt PJ2rYM AMR Product Yedtl. Numbs ear Neme P�subAGdomm � b1yaZ 2WIM = M MPet EM MIt1 1 a. ThwmNTn Fiboo-Clwedc led dnoe8r8tr Nomba BY39;8 &qua:MwW s a&qua: Opa¢N 1221IIBQl1 No Yes W NA 1 a. Tt»rmcrlu Fber-Clank ad SmoW,Str Naninel 680139:0 &quot:NonIn"d&qM; Op"ve IV31 21 No Yoe No NM Cwood6 Edge FMw9re Single Dow � �: C )Door N _. _ es 8 f. T1MnnrTM F708r-Clwsk sold &nodtrSW NomNsa 0&Rf8;0 &waNarltle&Ctaqua; Opegw 12A1=1 No Yw ND WA f. BdfA111113111111 gli Lip 1u010 YIMdMidr Revision 2017 MI'M ' awd00we 091gory. Edaft Dom aercarawr. Stdbp B"IW DorANNOW tWapara9Mseab Entaim Rewbam s FbrMaR oisho OArd*W or a Lkwbm No PeabwWW ErgYrr aminuiaEmdma Mtd 3 SBtlE8420 AUAWKM SOD RMORM Composts Edge FMerglaw Skple Dow Qnw*%0Aw": X -0puabrl) Now" 9&a68,'0 &quotibddfllpmt&pl Case 1 It Edge Fbwyps Mreb Dow Florida DeprYrant of BuNrass & ProNesim Regulation BtA ft Coda and Standards Product Approval ApOcaG- Detall paP l url taw$ dm.s go gat ga im" A■ ga111M M1b1MiL010w lllld■llet milow bdslsstltl ffiaAssmi huma d LIBM aYea S)Msaw L1d9Rt' Lamm BWwo M. tkw PE 0S1312M7 01MIA017 0W&4017 lame=? Approa (717) MS-33M 1015,0614 (717) 31744" bsaelpwmrdwdmn gmiaLb t AtlmuLbLWt himodIILIW A" gum SB 42CALUMM M SOD RBNFORL'BO ONO 120310=4 No Ya NO Mgt 1483Ma"s"I0bg1at Florida Dgxftrw t of Business & P of esim R4gtdation &"V Coda and Standards Product Approval Appkad- D" Pape 1 of 1 116/IDIe ad11MF&M grit sus La 2111 2111 2AWIMi 2111 rweW911 2017 0010" BWL" Pwdudf Cmpry IIMk visrAd M adwlek Tow"ll lme 14L Gary Pblwer 114110017 O6flaO017 1210&7017 Approved CebgoW. Bawler Dsas (513)Tf64M kn& (513) 5194M elklralpelI sodiwwbmbrOeeeAaMae.- moo. II—AdopoY•Oem Ca89aMaNMoemk CeeaMMae Wes or Lana alionlesJs001o11 goibLa■ws Aadessi t{m A■mMLgtgw bau Raw Mad miMLRAWAMS dBmaa 2mmiL111a &IN" 2 s 37 W V" PAN-VI$I: IM& K 7% 741w0, 190. IS, Slap PM Qmyl. 25 OL) SMOB-cm (up to p0'wW), ovwrxM NO Ym NO -30 PSFN2 M. OW, 4RSF, 9RST, ~. 3WT. 4& 42, as 40& W NDGODESa174. VA Gw88 Dow PSF 420, SM Goes, OD66V, ORK. ORaV, AR06, AIMbY, EOK, ED56V alJi>tA■ fads mat limn a■leoom As-wo 217 MVdndbra and Door Cawplr. Ed9e1or [bond SMA01 wy.60MBantle DOwAwwmOws I., In maslmaea.EnkelllOn Repotleans Fbdm Ro— 'Arrlasdw■Uow&WFlMd9 Pro114,11W Enpiwr 8d1W !lad 4 SflJE642DALULM NSW REWORCED Dot I AW.t: (awed Doff Doe X Florida Dvwkr sad of Blakaa & Professional Regulation Bulking Codes and SbrWrds Product Approval AppNation DeWI Parse i a t IAMIS NookLO Ora gas AoLbatrtlt Ara soma N■bALALb1wl mbldsom lbId11W LisYtl aOAao.rMl Assou d am Bratewgw Lub ROM o Loma Stevan m Udch. PE OSn312017 01111VM17 0/11671017 10110=7 Approved (717)31163300 PE42514 (717)31744U 4MNttdtltAglt A■MwlbLlm AMMMOAKJM boa RON amootommign gammELlowinaft blN1a 210MLIM Maw" Eawlw SERIES 420 ALIMM M 300 t ON, U131 16 No Yes No Mgt XO, XX OU"O"w6gMt Florida Depertl7ant of BLw4aes & ProfsaorW Regulolbn Building Codes and SlA dards Product Approval Application DehN po p1a1 1aaD18 aguam gum mgkx gdt 211tt gdLdoaa 291 Lae Mimi= lm ublum grew ambELL mow Idwomm mauled idn1 aO.AMMO A■med ■lea AS MIN 2017 Clem edit Prokwb Conpwy Mph NhewI Int rMTs9ap Mwv', NA, Owy P%MMW I1202017 08n0e2017 126521117 Appaed Cam6rF EdeAoribas (613)TM-n 2 Ind. (513)5104w5 WCabpwy: 8eaaeW Ealerlof DowAManeW y.tan Csepiasw Wieok OMMosam Mwk orLlamp naimmaLbmmk gMwtAwmw AYmdJa[Nw A■mielfwU t IAwM alga Mtd gSlt.iElwMOwgr1 be Nv a 2 mMiLU 1a BOWS ft w 63 w3WS-18 PAWVIS& 04& 94. 73,76.1500,110,4RIFT, a" PM Own. 25 0.) DedbCM(9T to I&V =Ira= No Yw No 830PSFh10 4RSF, SM. OW, 46.42.68.4W 42% 6K, Goes, wed) was aM74; VA Swaps Dow PSF GDKV, SRSS, GRWV, ARDS. AR5SV, EDGE. EDWV Fianoa Department of business & F'rolessomw Regulation Pago I a 2 Building Codes and Standards 12/1 2018 Florida Depwbrwd of Bwinsa & PFds*Wm Regulation wp.1 a1 A Coda and Standards lawe Product Approval Application Detail Product Approval Appliation DefaN aft i91wL9L 2IM Cab [)ate Pend— 21M PLM1arr4R LMa version MJDYI1St— G9012d Endm. ►ur.m. VdidM day yagdatut hiMl.ad iSCA—yd A9Q@y!d Awn go mawr go go awLemb w Au R-Mon 2D17 MI Whdows end Dery Bras sunger American AmModurel Steven M. Udch, PE iz7V 017 12M312017 D1A81JO18 Approved Law MEMN tbaleNwt gw1M nobutAlimm EJb ] bmmm fwLaom N ammum ail CM*GWY: V*KlMn (717)3W3300 Rbn/adwats Association (717)317-8454 Reeler,, 2017 CU MM OWN OFAADG, Me Deft can UL LLC Ted so to PE 11I30O017 loam? 12AM2017 Appoveod SubCa.gw. Snide Fens bwtngwernaM.Cem Coopwp EOMbrDeon (M1)494.21144 (305) SM4707 Compeence Method: Cwakalon Mai w LWig awCsweW. 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Nunbw wNwne P mdmdt Outside NVHZ Sfflwaot l3wan asund1wft ARNMMUK N MEN gtlw 2 t85 SH 521O4FkWMrge Fran*10/SGS1r4o" 10A8ws No Yes ND +60OLN !lad � 1111111112 am uat= NltBblr EfaM■ 1 6Q7, 707,727,747, Met 547&Vb 4M Pan at Dew Rah, SM" and tawasd shoe ad Issas Of 1N3/7102a Ya Ya Yes MM bOMw ONbI dwm Florida Deparhnard of Business & Rrofeafonatl Regulation Bulidkg Codes end Standards Product Approval AppRoadon Detell Pere 1 at 1054018 Florida Depou"ard of Buskass & Profisibrad Regubdw BUYdirg Codas and Standards Product Approval Applleadon Deta1 pyo/a1 11801 annamadlAiiem Sale Mantis Sale go DNLEN 1w glb Saw (loom halt glee tb2tJ3oofet Aria I= riolm om mbm fd" mommu mm 11110■tilel ya110Mw Md■bw aliA ono MEMO am& Lan go" Irlln mmm grow MUMN ALMaw m ossu b 10dad AWkN 1 ErLAMMMI ANUM ail Rev... 2017 Tbamd►YM CaePaisaom rdt Wield MsUtwM AoaadWWn A. Ryan J. IOq, P.E. 12FJ=17 09121RM7 12FJ2=7 Approved Reaam 2017 mamsTMC•p•raa•m Rick Wilght Nod" AoaedbMn& NINON J. lost, P.E. 12rAI M7 08021=17 12224017 Approved Cae90eey: EOeeler Oaere (4119) 296-1740 Ileroeaerlard houses (n13) 757.6666 Cartmy on Etaarl0f De (419) 29&1740 YrrapsnNY onsub (a13) 7e7 eses &NbCrs&Ory:I I gip bWW DwAwasbtse d. ah—III mdaI SWOMBgwy.Swk-1 -baedor DPorAwamWw nmvOnBksooe wwft ' CweIsema Peaek CMBMMMn MYk or LYMg Dom Wasok CarY9osgon Meek a Lbaig tan Mat imidibmmKMLMM EMOOL2mEmNm gibwboblMagw I. 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WladorN Flood CoMpbar neeed: 09mmaem Mek or Lbaq NMbtm 20 20 211aP!till MMrlrJ&LMM imiko Lk 1 MM" liboOd aGAMMEd amtow4w ABeerMa Ardsbsakenl esvam UAW PE 12131O017 12131=17 (717) 39a33Oo 98wY MrsebdowoAMn (717) 317a4" .� t 20 Awed M" OVIA 15 AppMwd gib BM yum lbadmom R9vbbn 2017 Par bdlabMe CWearF ivksdoaN 9rkCwspy: Fbeed Cairo MM&od: CM9wMn Media Liss magkz 11011 AMt 202mmm goo MowLALblwt Ytldima lumped imboM BIGAwm Den Rrak awr&aoda BOLO -CON MWn&Dedf 0000-VAL 12/100017 Iz"=17 (941) 4"00 (TOM 316•Mw a go d Atoned aY 12r,%WT Apprdmd glle Iat MM" 1Mtrrlut aweMlOr 2017 PST iduomn Single Hum CaoglMenm Weesk Cae-I Mwkr LlMbp 11,Wkw Salt 20 g■JJwi■ glow MiwrAluwt 11idMNM ylldod dbl tided l3GAsbmAl Dan RUMk MWr&Oede 8CC0-CER Mbne•DIda BCCO-VAL 1242AIR017 120 M17 a1N)�ad 114emla9.mn (756) S76-MIO go ANOMM Mw0 i2a& 17 Approved Ravbbn 2017 MI WFdews lad Door Crsdery w"trws Subcategory: HoeManIM Slmr ComPlrrce Method:m w Usft Brew SaMgw Amwkarl ACModund Sloven M. Udell, PE 01121,2016 01103*018 01122FMB Approved (717) 365-33M MwNhdwore Aswebton (717) 317-$4m batagorarnMd.com _ gulOCAis— Aeereeedrw We Aarpndfwllw AMA 21= G J49MId iva.l 1 P'"'ett&rOMI9O GsmK9tEt In kwa Welds WHZ BWuoi EMIM Awl AMM Mlb[tbt AwmaLIM.Nw b)wM Moo amwkAwoow At�.Wt A011 EOW.Nw a" gtlw AMNLMOI Abarwied belbb AM1�lu ldbM gwm to F1n Md 1 Range Frame 73.621M M$d pens 02N6/2M9 No Yes No 45wG Mad miMtOwMbNw Lau isombAA■ b111a lalemum ft w a■ Lod boba2m i gl motent rift Ulm amma tla dbwbw Ew■r A NA Pmmouam ■Ma gorw11M11ttmgMa lam ammo a amm" ft• I ISO RN 73. 72 M~ GIos a 04I03Oafe Flo Yen No •PenaO 9 PVvGS10 (Cage MI9ses lope(( VMyI iebad Widow 040367020 Yes Yes Yes NM 7 all4M Unia Mbem waoo0 Vkryl Skoe "U"s VA 97130FIM Yoe Ya Ya WA Rim Deperti in of BLlbkua & ProlealorW Regllwon Rip 1 or 1 Florida DepeNnard of Business & Prolsabnet Regulation pap I of I Florida DeprhRard of Business & ProfepfaW Regulation peep 1 a I Florida Deportment of Business & Professional Regulation Poplars Bulog (eodpp pad sbmdandb v4OD18 BIIN" Coda led Standards V6e01s Building Corley and Standards /aOD18 BL111Nng Coda and Standards Iaa0/e Product Approved APPft+don DoW Product Approval Appl', a, Dd d Product Approval AppNadon Delall Product Approval ApWN on DOWN dam gale Bat ffi0m drives MIN= g1r.s t oIMALMM gdidu lL go go 211NMi1L gar ltlldud LiMlud aOAumd hound Lim BtlwlAi Sale bat yli0m Abod oo m aNMLat AMww im1bto0LUL VANO Mlt Oro go gtbErol gib tddod Am M M WAtffi A®,Md MINN, PL D 4 tat Sale Lae lfdm mAlewa hoot go go 2ML win glow l■MULLLMwt iddomm Ndiod AWo" aGAwmtt oft hound Awn PLimai 6k m gale mat ludo dmowlm 1lo ttpt fat l N1dw0ANtlwt mdmd m 291 go g Lbooa go NdMft lhiMWd MA-,,d he=" Mrs Me NO 2017 Ttw"WTM D9lpwelbes t. 6,, 0 ' DOM Sloes 8 OwdAwwabtw MINN* enhoso Fbnda RapMMed AadbCr a Lk9eeed Folds Ptobselow Ergiwr IMdt Vaal LyAdm F. 6deeddC P.E. rpaAPee. PE N19)MIT49 PE43M (613)7U4M96 ��r 1ana017 lam&=? 1007//017 IVISM17 Approved ROLWIN 2M7 NVAndewo and Done cowawy. VA '. s Suls0anMY MUMMa Carreiaao WaeCElNbwaoes RepotMme Fkade R g' , Aro6Md or a Lb~ FWW PraMwlcnatgagine. BeerdstBpw Cub RUMM PE siren M. ww PE (717)386-3300 PE02614 (/17)3174464 �e 102=7 1616r1017 IOFJL2917 12112017 Alrpmad ReelN'. MIT POT kwulmw C'Mo .MdONo subowa ley. Isaac Caishome Mseeok Cwratlm Meek or Usene PLmm:M1±Pension, Dan Ruwk Ilk"64)ode BCBO-CER MIwNOede 8000-VAL 12A611017 11N6RM7 (941)41164100 M31&2600 wSbdaIIppbmseM.Oom 120VM7 Append IWMIwf 20117 Jame N9edM Bum% Pwdueb, Ina CsefeOrr: PMW Wd9 adexbgMy. skir4 CoaeMwsw 0e6ek Evsk"M Row Mm a FbrW RaglllawdArone d ors UMUM Flom W ROleoebnal EDplmsr Fidev Zhu Rmalal Opwp Jam souvad, P.E. 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PA 1.1 Fblda DepaMnM of Business & Professional Regulation Fps l er, Bu lift Codes end Standards 14016 Product Approval Application Deng M Saen leaLtE gh gh genesis■ gh m, rimha mwbdmb : redo le.ffal M Homo" brad aamWbd a¢eMmo ANEMM alga RwAdm 2017 imm No" Balls PmAWA lot PYplmo Zhu P I L Opama Jahn 6arMam, P.E ON2VJM7 oemml7 0812120,117 1G702M7 Apgowd r:ms" l: Perri Web MW 349, W PE-24121 (art) Wr-nde aabeawmwy- a" PbgMmgjk*W-" osmPaam4e Medad: awk*Dm Raw area a ALoorn Fbrwa Rserwae Ar*&d or a Um*W Flerwe Palms" &-, BAIUUALbmkm a ioLA■I■tk anwA iivAN adomoL LUM wised: India Aua emoNLREs an &smaxdkdKao h§HVM RHMMLla[fP mmod Pies 2 aWho, LAP owing bw<snram MP swig 121312M Yes Yes, WA WA Florida Deprtrnent of Business & Professional Regulation BuI ft Codes and Stardads Product Approval Application Dwal d aft $isg rot )Mdn NOMM a lb"d amboKk lror AS 1" 2017 JWn" Hansa awarg Fmdueb, kW. 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WAW /0Ma12017 10062017 1021017 Approved Pori 76►366 arvwr LLC. awa6Weg r atraLAeMteee eeamaOaLYr AomdaaeliaW lamer got takitMdoasu grirtltHtlMgh lam gimiLm i ambhm Brut MUbm Patsa • LdW 64kws, FL 1O0402016 No Yes NM NIA Florida Depah W of Business & PIaMNOnal Regulation Pp 1 all Building Codes and Standards ,arms Product Approval Application DdWl Sob Bank go aft areerrt are me roman Mmmhd [ go" smooaALle rirrmst ri■rm Nam" Ewa mmmm Aoomae man RWrINon 2017 WWhdeve and noon "Mmilw Lela RLMIM PE aawen M. 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Wa(641)4664100 pad) 316,2600 fina4lessory, Masons duwkopg*ojowlwonm Comperes, Maim k OwMaMn Mark or Users aminaitemas ataLAhart lmomaeb:llo AumftbLUu b■d MOn MIA EMOWJUNLMmdmLKMM EMatMamdon GWAIMEMMMMD le Ind 12molaim Biabt Ef 1 MuMahrAlOoomaed VA '- Alm fiam Muawr 01GOW21 Ya Y" Ya WA Florida DepeM»rk of Business & Prassdorrl Regdalion Page, a, Bulift Codes and Standards ,aas/e Product Approval APWASon Detail MUM lease Yaks: alb a■ 2MLEm m gh MOM glut MNNJNM a Sado 0390KAMl Idm matt ]Whom muWlm a Lhomm Atmar age RWb1on =17 JanM Nbmb But ft Pmdonb, ben PareWmre Zhu Rena- 1. 0"" Jan IMUNA, PE 0602017 011101I 17 0612262017 10110f2017 Approved Ca lsorp Peal Waft 00 349,2627 PE414121 (362) 367-M Sob0ababry: aware pbiMM6Mmu■enWMar CaapemaeWeWA EnkWar Raped ear a dlLooln Florida I Arolrsd or a LJoareed Phil P,abeMenM EriMw BtlC�m6i aiaLmO a■miafrtft Am =mgh lbn b■r ➢WM Mae 21109§AdOlOpY IIIH Z goomLim Bob= EtWn 1 Carlo"Leg awing momwnrt lap W" 12012m0 Yea, Ya WA WA Florida Deperhrwnt of Business & Professional Regulation Building Codes red Standards, Product Approval Appileed- Date pp 1 a, vsgMs Florida Depwbant Of Business At Professim RepLANon Wilding Codes red Standards Product Approval Applwtlon Detail Pp, d i ,mmo s Florida Depwlmwk a Business & Professim Regulation Building Cedes and Stardwds Product Approval Application Detail Page / d N Name PLC ga leaks[ gene gene Rok2lm a gh FL Sal 6maLr gh go 20LBIN" sett men zdkK IBi6 R" atb sees: gh mk ria0t MmEd m m soeoo laalo6 Allo■6 Ydsomm gloom agaam aRAssraul Aoomae mom rot Nam Innuendos: ge"d loirMALroee rilibm ri■mm Admu fvL oo d hoomd age me rioted MMobtai good SmkwLL iaot ria00dleE Ydd" ANNMM EWAWmm hmand Mao Wvwlon 2017 Aware NbaThorpsom Lyndon F.11- I PF- rty.nA lore, P.E 10104=7 I&MM17 10N72017 12n22M7 Approved Wwwbn 2017 AYwe Nick Tnonrpnen Lytdr F. ledndd6 P.E. Flynn J. Kkre, P.E 1094M,7 10ro32017 10MIr M7 12M22M7 Approval ft War 2017 OAF ladmaW beat Robed NWmrYan Jam W. KrrmwctL PE 09272M7 0020FJ017 Oa26Rb17 12M22M7 Apgorad Cergwy: pal w vAlb sWCass".. apes (3W 922.2= PE-43400 (813) 7074aW Mhalpowowsmeamn Cabamr. PWW Vbb MACEWPry: Mohr MQ 922-2= PE434M (e13) 7r740W uArongom�wa.,Wm O: Roo" (e00)7W44,1 nEW1W P16q 772-0?r{ ceaesarM sawred: Embmsn Report San a caeesara MWnt Eduaen ROW ftm. kbOab CanyawM MaamA Evakrtlon Rpat aim a FbrW Ra-I At~ or a UMOM Pan pmAaWwenarmw Florida R -1 ' NdAed or a Lbsaed Flo Prtwssi nsl EmgYWer FIM RpwlNas Ardmaad or a LWv*W Florida Palms" lamgbaw I9d ALA" Aoomdaxgm ammem9 uu hoot Orr■ 8 g mlrJl" ammaebLhe A21mmdhLvm wail salt BAltlalamawih AummUK9 d Atmadbtlat lasso gilt Ma! PiamDmmioNm R" Inlllli DUN& ! ar■dr PAA Mesa seneamOokiNEore InIBtiQ RLeniLum !rim Pleasant,Pleasant,am 0 NEL21 a Milli Ck Bohm Pint 1 a.Oquot�I6auob BoW Vero or Mad %W slat 121314220 No Ya W WA 2 b. &patANW T4OpWC %A Vam w sm w sds 121812020 No Yea, No WA 1 GAFAWM P4*f g*p" FawgWn rabdomad 340b, bmhMK 540b wd 1102021,18 No Ya WA WA ImbAwP asplmd eletpM Fbrids Depwtrnwet of Business & Professional Regukon Biding codas and Standards Product Approval Application Detail Pp / d 1 tmmu Florida DepwbMt a Business & ProfessbrW Requidon Building Codes and Standards Product Approval Application Detail pp, a, ,seas Florida Depwbnani of Business A, Profeabnel Regulation Bullft Coda and Standards Product Approval Appll adon DOWN Pale, a, vsmts PLAN Seen BONA& gh no gdLb m gu !! 20 !vela: ■h ale ma Amon Om PLA1@KIM Soren look= aid 20 gooman go mI 9000 In■ennt: gamgm lehet&lhdte YdalmaY MOW awwmm ffiAoomm Amami awn and lied: Mmdubm gnhm lmrgiALbmr Yddd" riWOrm alo EW LMMMN hoot arse mm 90" ebmengaa[ Seism Zahn& &M ri■rmM N WOta auaaWbe EWAW®d hmmae eta Re WIN 2017 LV. 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Product Description Cararact Enhation Date, IB-HVHZ Out" HVNZ Realstift lam 1 24p GaMrdzed Steel Storm Panels 24p GaMMzed areal Storm Prods 12/312019 year Yes Yes WA Florida Dapartrrant of Business & ProtesewW Regulation &ulldng Codes end Standards Product Approval AppRcetlon Detall Parfet 1arJwa CtIW:■ Might Lmsr at Rat Lemma )are mt YWt llruatmemt Rtmem LinmiiaMM lhlaarlLLlt YaLeag IM a !dam AMmrM Lmr Rr, Was 2047 nW 8vasa ComPo wM Gran➢ kn SHWA Lse4e IOC EvepeWat Off", LLC Willson M. Randall, PE OS19112017 09e7rM7 ONIAVI7 Apposed COWPW. shmk i canpawrba (847) H64473 (407) 081-1917 ebCabpw. 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Member aw Disease Product association gWmmLBIMLalfm In Hum 2MM61M ANN" Lwse PmdMDnodo@m 2=NMI&UkVIEL2111 mama aLaMelasa Lmmlm Cf■■ 3 TNrbwsurd,8, LMtlkriled Bald Lumber 03/31/2019 Pb Yes WA WA 4 TJ Rim NOW Bbucarrol Composes Larnaor of oflaesd I tues 031312019 NO Yes WA WA a WeyadierrM Rkn gad OrNnaad Stud No'Ransomed 0313141019 No Yes WA WA 1 fAjh BYergl Ca ameta LMNa 4.6, a, and 12 Nick waft beds owl 120141 Yes Yes WA WA bored Rw Bond Lastsdtade, is aMmkladea L■aSdLLa Florida DopsitRsnt d BwinNs & PrdeseiolW Ragnla Torn Page / d n BL"V Codas and Stenderdit ,a2o+a ProdLLet Approval Application Deed !SOITUM ids sl@ Lm gat gilt 2MLBMMM 21K Most YWM mwmd bm goer ZukELLLMeM ridamtdalt LOlmm antlmma Er.A®ml homm roam Reason 20117 cmworow ctw wla PM"ok,lua R~Gft 11MY N. M)YIH Jaw f+eY 1a14R017 111101130017 10282W7 IM22017 Approved Creaser: Bkuaaal Coapruees (813) W" W PE40122 (3m ses-M I erlCateeery: Products ktbolns-08Resdkd peaopkArih000an Nov Tednsk9y C4rPeedde4llaeeot aYallLeOa RaPea tan • Flrida Ra9hMe0AniSeat a• IbMuW Ferns 9rLAt AtmmaMtia! AtmMIMJMt IMOM gear L.a fee■rOranLagre In Most Rm OM= Lear Cgma 1 Gueb PreOaat or Condwr2M Comoro products Pw■t Md P *Wm Coeorsailbeak Oa11811024 No Yes WA WA Florida Department of Business & Professional Regulation Pap I of Building Codes and Standards 3moll Product Approval Application Detail siege EartL.v sit 20 Data Penciling 299 lyg Version remgemumt SaDte9t Ea Licensevafidatod By validated staxnwod FBC Approval Approved sa & Revision 2017 Gulf Coast Supply & Manufacturing, LLC. End Deal Daniel S. Kuhn Locke Bowden P.E. 10/122017 10110/2017 10/172017 12M22017 Approved Category: Roofing (352)498-0778 PE-75519 (334)300.1800 1kaCatapory: Metal Roofing mfolagu8ccestsuppy.com corrpBria Method: Evaluation Report Porn a Florida Registered Architect we Licensed Florida Professional Engineer ABU .. . Prodded YadN. Nesmber a Name Baud Dseemdlon Duality Assurance Approved for Use Aooroved In.NVKZ ddetla for Use NVRZ l Casim 1'.lMMI[t 1 0.032&qud; Aluminum 5V Comp Mn 0.032&qud; 5 V Crimp Aluminum Roof Panel 041122024 No Yn WA +N/A/ over 15n2&qud; Plywood -108.SPSF 2 0.032&qud: Aluminum Gulf Lok Min 0.0328qud; Aluminum Gulf Lok 16&qud; Wide W/122024 No Yea N/A +N/A/ Roof Pane own 1 SM&qud; Plywood -1 l6.OPSF 3 1&qud; 24p. Gulf Snip 1&qud: Gulf Snap 24 Ga. 17&qud; wide Rod Panel 04/122024 Yea Yea N/A +NW-131.OPS omr 15A2&Wd; Plywood 4 1&quol 24p. VersaLoc 1&qud; Vasal.. 24ge 16.58.qud; Wide Roof Panel 04/12,7024 Yes Yes N/A +N/A/ over 15/32&qud; Plywood -138.5PSF 5 1&rye; Versela .0328qud: Aluminum %qud; VesaLoc min .032&quot; Aluminum ova 04/122024 Y. Yes N/A +WAI ISS2&qud; Plywood -101.OPSF 6 1.5&qud; 24ga. Gulf Snap 1.5&qud; Gulf Snap 24ga. 188qud; Wide Rod 04/122024 Yes Yes NIA +N/A! Pane over 15/32&qud; Plywood -116.OPSF 7 1.5&qud; 24gs. Veraal-oc 1.5&qud; V.-Loc men 24ga. IUcr d; wide Roof 04/122024 Yea Yes N/A +N/A/ Pane own 15152&qud; Plywood -123.5PSF 8 2&qud; 24p. Megal-oc Mn 24 Ga. 2&qud; Megeloc 18&qud; wide Rod 041122024 No Yes N/A +N/A/ Pane over 15132&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lk MM 24 Ga. Gulf Lok 16&qud; Wide we 15/32&qud; Plywood 04/122024 No Yes WA +N/A/-96.7PSF 10 24 Ga. Gilf Seam Mn 24 Ga. Gulf Seam 16&qud; Wde Rod Panel 04/122024 No Yes N/A +N/AF93.5PSF over Us Wood Purilns over 1 SW&qud; Plywood 11 24 Ga. Gulf Seam Mn 24 Ga. Gus Seem, 1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +N/A/ 18"ot; Wde Roof Panel over 1 SM28,qud; Plywood -108.5PSF 12 26 Go. 5V Crimp Mnamp Roof 26 Ga. 5V aRod Panel war IW2&qud; 04/122024 Yes Yes N/A +N/A/ Plywood 13 26 Ga. SV Comp Mn 26 Ga. 5V Crimp over 15/J2&qud; Plywood OM122024 No Yes NIA +156.5PSF NIAF731.PSF 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Comp Rod Pane over lx4 Woad 04/122024 No Yes NIA +N/A/ Puremn over 15132&qud; Plywood -156.5PSF 15 26 Ga. Gulf Lek Mn 28 Ga. Gulf Lok 16&qud; Wide Rod Pend over 04/122024 Yes Yes NIA +N/A/ IW328qud; Plywood -161.OPSF 18 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok I Uqud; Wide Roof Pane over 04/122024 No Year N/A +N/AI.63.SPSF 151J2&quol; Plywood 17 26 Ga. GOPSR Lin 26 Ga. Gulf PBR Rod Pane awn 15/32&0ud; 04/122024 No Year WA +N/Al Plywood -154.7PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 2of2 32W(lig au Quality Assurance Approved for use IO.NVKi Approved for Un lovers. eiVFIZ Im ad Resistantl13M■lt DW- 18 28 Ge. GulfPBR Mn 26 Ga. GOPBR Rod Panel over 10 Wood 04/12/2024 Yea Yes N/A +N/AI Purim; over IW2&qud; Plywood -151.7PSF 19 28 Ga. GutfPBR Mn 28 Ga. GuIf1cSR war 15a2&qud; Plywood 04/122024 Yes Yes NIA +N/AI -154.7PSF 20 26 Ga. GulfPBR Mn 26 Ga. GullPBR over ix4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15A2&Wd; Plywood -151.7PSF 21 28 Go. GOR1b Mn 26 Ga. GutfRib own Us Wood Pudins over 04/122024 No Yes N/A +N/A/ 15132&qud; Plywood -164.2PSF 22 26 Ga. GulfRib Mn 26 Go. GulfRib error 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ 23 26 Ga. GtIRID Mn 26 Ga. GYIfRib over 15/32&qud; Plywood 04/122024 Yes Yes NIA +159.2PSF N/AI -159.2PSF 24 26 Ga. Gu11Rib Mn 26 Ga. GuiRib own f x4 Wood Pudins over 04/122024 Yes Yes N/A -N/Al 15152&qud; Plywood -164.2PSF 25 29 Ga. G IfRlb Mn 29 Ga. GulfRib over ix4 Wood Purina o✓er 04/122024 No Yes NIA +N/A/ 15/32&qud; Plywood -123.SPSF 26 29 Ga. Gu11Rib alb 29 Ga. Gu11Rlb over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GuMtlb Mk 29 Ga. GulfRib own 1z4 Wood Punms over 04/122024 No Yes N/A +N/A/ 7/16&qud; 0.8.8, -101.OPSF 28 29 Ga. GuMb Mk 29 Ga. GUIfRlb over 7116&qud; O.S.B. 04/122024 No Yes NIA +N/A/ -116.OPSF LYGh.�LLe Code Varslon: 2017 FL*. 11651 Application 7yps: ALL Product Mwubduror. ALL Category: ALL subcategory: ALL Application Status: ALL CawBarroo Method: ALL Quality Avaraaaee ErAty contract aspired, ALL Pmduct Mode, Number a Name: ALL Product Description: ALL Approved fortaw In "VIZ: ALL Approved for use outside,NVNZ: ALL impact Reeeam: ALL overall Pressure: ALL Dab From: ALL Doke To: ALL N N cn > U O -c-- }F O Q. 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