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2971 Moulden Hollow Dr
INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS — 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 - ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS -- S3M MONO DETAILS AB orA.B. Anchor Bolt FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room S4 _ DETAILS ABV or Abv. Above FIX or FXD Fixed RA or R/A or R.A. Return Air AC or A/C ADJ orADJ. Air -Conditioner Adjustable FLR or Fir. Floor FLR SYS or Fir Sys Floor System RAG or Rag. RAD or Red. Return Air Grill Radius S5 ---- DETAILS SS RETROFIT DETAILS AFF or A.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AHU or A.H.U. ALTorALT. Air Handler Unit Altemate FP or F.P. Fireplace FRDR French Door RECEPT REF or Ref. Receptacle Refrigerator -- D1 - SECTIONS & DETAILS Wp WATERPROOFING DETAILS BC Base Cabinet FRT Front REINF Reinforcing BF BK SH or Bk Sh Bifold Door Bookshelf FT or Ft. Foot/ Feet FTG or Ftg. Footing REQD or Req'd. RM or Rm. Required Room PA1.0 - --- - PRODUCT APPROVAL NUMBERS BLK or BLK. BLW or BLW. Block Below GALV or Galy. Galvanized GC or G.C. General Contractor RND or Rnd. RO or R,O. Round Rough Opening pg1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS or R/S or R&S Rod and Shelf _ BOTorBot BP or B.P. Bottom Bypass (door) GTorG.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SD. SQ FT or SF or S.F. Smoke Detector Square Foot (feet) PA1.3 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SGD Sliding Glass Door C Carpet HDR or Hdr. Header SH or Sh. Shelves ' — -- CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SHT Sheet -- - - CJ or C/J Control Joint HORIZ Horizontal SL or S.L. Side Lights - --- CLG or Clg. CMU Ceiling Concrete Masonry Unit HS Hard Surface (flooring) ILO In Lieu Of SPF or S.P.F. SPECS or SPECS. Spruce Pine Fir Specifications �COFF � � �� �� �� Ell EI or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square L III COL or Col. COMM or Comm. Column Community INT or Int. Interior K/WALL or KMlall Kneewall STO SW or S.W. Storage ShearWall II II II LEI] COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine �� F J CONN or CONN. or Cont. CT Connection Continuous LAUN or Laun. Laundry Lavatory LF TB TEMP or Temp. Towel Bar Tempered -- -- - E:] ID-1 FLDEl: CT or C.T. or Ceramic Tile LF or L. Linear Ft. o L.F.L THIKN or Thikn. Thicken I �L�I� �I M D or D. DB Dryer Door Bell LL Lintel Length LT Laundry Tub TOB or T. TOM or T.O.M.O. Top of Block Top of Masonry _ ❑ ❑LH _ _— - - -- DBL or Dbl. Double MGT Management (room) TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAS or Mas. Masonry TP Toilet Paper Holder --- DEC or Dec. Decorative MAX or Max Maximum TR Towel Ring DIED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom Window # = DIA or Dia. DISP or Disp. DIST or Dist. DMF DS or D.S. DTL Diameter Disposal Distance Decorative Masonry Finish Drawer Stack Detail MFR or Mfr. Manufacturer MWor MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic TYP or Typ. UC or u.c. UCL UNO or U.N.O. V or v. VB Typical Under Counter Under Cabinet Lighting Unless Noted Otherwise Valve (shower or tub/shower) Vanity Base -- -_.- -- - --- DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical N DVP or D.V.P. DW or D,W. Diverter Valve (plumbing) Dishwasher OE or O.E. Owner's Entry OPNG or Opn'g. Opening VL or V.L. VTR Versalam Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) -- t ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor EQ EXT or Ext. Equal Exterior PKT or Pkt. Pocket (Door) PL or P.L. Parallam WD or Wd WDW HDR or WDW. HDR. Wood Window Header c EXP or Exp. FBC FDN or Fdn. Expansion Florida Building Code Foundation PLF Pounds per linear foot PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf WH or W.H. WIC or W.I.C. WM or W.M. Water Heater Walk-in Closet Wall Mounted (plumbing fixture) FXD GL Fixed Glass PSF Pounds per square foot WP Water Proofing) FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener FIN Finished PW or P.W. Pre -wire WAIF Welded Wire Fabric (Mesh) x g REVISIONS 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES a MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES 0O �g o THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE �INvi1 CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC' CODE, 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 ORDINANCES co tEVIEW DATE 1791 C oAI�I CITY OF ZEP 2 7 pN$ 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 V zo z�® z� a U, zC N 0 2 C � w QYZ o �U — 0 w cn � F NZM LU m N ■ Y--- = 04 N U Ci 6 B D� N -C� pp� .per N_ Z R 1:2 z N Zfrt LLIU fir•':": �.FDS OM \. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contelned within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for to 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 g� Q a tjg o W �® LU Q a �� 0 `� O w U = o 196 z J Ln r-4 LJJ Q Z Q 8 *k m rn tD 00 z g LU ,--f ul) o SCALE : AS NOTED DATE : 10/4/2018 TECH: 3MUR09a VERSION NO. 4n0 SHEET NO. S 21' A O 35-SH 16' H.B. Uj LU ` _ rw b" r ILE \ 30'-0" N in N 4-1y '-3" 7 ` 4CAFE V -- - - - -- FAMILY ROOM G '-01 �\ CARPET `\\ VAULT. CLG. `A° CARPET _ n C7 PATIO 0 `� 7 r \\ co Q UWH. o ------------------------------------ _--- I I o I 868 2:12SLOPECEILING I _& - d' I 1 N 3'-8" 2'-8" 4'-3" 6-10" T-7' - I 5'4' 1'- G R ER VENT OPT. o •PT_ S3 TH RU ROOF I`i H1 II II T e — (4) 2x4 #2 SYP 1 STUDS W/USP HTT4 BASE G S3 t1=� a@ 4 N I OWNER'S SUITE 8'-0" FLAT CLG. t CARPET _ TYP @ 1 STORY q A S3 Q €s = A `� 60 w w " 12'18 g 0 -------R&S ----- 19 I 00 `d3 . W.I.C. M g' 60 DPAD 8'-0" FLAT CLG. CARPET 1IT <1) _ _ ----------�----- iJ 0 I N I 1 H.B. — -1 4-SH SHOWER FIBERGLASS SURROUND -J 10" EMT FIBERGLASS SURROUND I man ZEN, p W I ------- — T-84" 4068 B.F. fE7 1 V-4" N 1 O I ENTRY I 8'-0" FLAT CLG. I I HANSON BOX a@ 36" A. F.F. EDGE OF SLAB 2" BEYOND WALL K 2-CAR GARAGE S3 8'-0" FLAT CLG. �I b) �ry CARPET 9'-4" FLAT CLG. "HALL 2668 S3 I I I I I I I I I I I I I I I I I I I I I I I I I $ I I I I I I I I I I I I I I I I I I I I I I I I I I I I t ~ I I O I I I I I I I D I I 83 I - — — — — — — — G.T. 40681B.F. 9'-84" I EEO] S3 I 8'-0" FLAT CL I � A O CARPET I. 1 w I 0 m c� BEDROOM 2� �; Co. co 'BEDROOM ' 8'-0" FLAT CLG. 1 8'-0" FLAT CLG. CARPET I I CARPET EGRESS I EGRESS 25-SH 25-SH A (D (DS3 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 71/4- LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required ' VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20 X 381j 18 J X 37 1 S.H. 14 20 X 50 1 18 4 X 50 S.H. 15 20X63 18JX62j S.H. 16 20X72 18JX71 S.H. 1 H2 271 /4 X 26 26 X 25 } S.H. 1H3 271/4X38j 26x371 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 1115 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 1 X 26 36 4 X 25 1/2 S.H. 23 37 1 X 38 ij 36 j X 37 3/4 S.H. 24 37 j X 50 1 36 4 X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 38j 52 j X 37 1 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 524 X 62 j S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. i 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" K-A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 (D +28.3 / -36.4 GG SEE SN SHEET UH SEE SN SHEET �140MPHAimmw NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN — Al EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1� SCALE: 14 "-1 r-On GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 0 V z c Z n- u, ZCZV^), 0 Qjc.rD1 w t) •� w 0' � v ~ U � Cl) m� Liu _ rn cM N LLo AN B D. N YC +11� N .O rn � INUzC IM Z W fi' z° Q r= U- w LU W OLU z 0.2 co UM-0 \ � IN • ' JF a .�^• 1,,,. .O o To the best of the Engineer's knowledge, Information and belief, the structural plans an spedflcadons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature end seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W a 0 z �® CL j E o LL_ 0 = 0) U) W o 06 Q C'j N � a rl J rl L1 J z di zS I—H o m 06 z g U LU = -{ a w O V-+ a to S SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO, 4nO SHEET NO. 1.0 a q ih MIRROR u --7 OWNER'S BATH KITCHEN ISLAND Y o� 4 in BATH 2 KITCHEN �?Lji ih 4 iV N iV OPT. REF. KITCHEN NTERIOR ELEVATIONS_ L C9 �' zC, z�® Ct a C9 (cn 4--J W Z — 0 "' L F— U WM _ ■ ® !— M m N M M M �' N Q 0 co d N_ �O LL W V QU) 1 Z' a NA^�.F� ' r(1f1M • ` SEN 0 ; f ROFESS C) • fNfflittttl� 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 Sth 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 U c f) N W W 6 I z O C� G W O = 0) W Qs z J Ln Lli a z di z g o m 0 ko 06 g � = r+ a cn o SCALE : AS NOTED DATE : 10/4/2018 TECH: ]MUROSKI VERSION NO. 4mO SHEET NO. 2.0 R� b IRA' Iwo,! aaafia�r� � I I II,I .. III IL 16'-0" RIDGE VENT 12 5� V-0 RIDGE VENT 12 �5 FRONT ELEVATION - Al T.O.P. T.O.M. -- — 1�(r--------------- HDRH ------------------------------------------------------------------------------------- -- 01 r_pn 2,_�„ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 25 SH 25 SH F.FL. LEFT ELEVATION - Al SCALE: 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 Edltlon (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 r'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 comice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. Z <"> Z Q a 4--J w O w � Al I D• N� , gg N_ •O m � � g �3 U) W if ap r f,•�CJ r O �• 3 F/ �. V •'p SEN . Y r _� h Q: rdt1l",Et111 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edifion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com U Z 0 g� R r W LU Z C Q 0 0 z� O J L.L� Z J r-4 In rl .. � LU Z a 8 0 ~�k m O 4 Z tj � r_4 a (n s SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO. 4nO SHEET NO. 3.1 =1 E7 „ gl 12 5� 12 ZE�5 T.O.M. IV 1'-O - —— — — — — — — — — — — — — — — — — — — — — — — — HDRHGT. EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED C CEMENTICIOUS - ' 60 FINISH ON C.M.U. co .1 _-------------- 25SH 25SH 5068SGD ---------------- ---_ F.FL. 12 5 4'-0" RIDGE VENT 12 5� 16'-0" RIDGE VENT HEEL ti12 N 5� T.O.M. — ---- ----------------------- 2'-0" HDR HGT. — —----------------------------- —--------- ---------------------- 1�r-8' TEXTURED C CEMENTICIOUS 00 00 FINISH ON C.M.U. Cp (TYP.) ------------------------------------------- TEXTURED11-011 2'-0" CEMENTICIOUS FINISH ON C.M.U. (TYP. ) F.FL.----J—L----------------------------- L_J--------- L-------------------------------------------------------------------------- L------ REAR ELEVATION - Al RIGHT SCALE: 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 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation Is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. Z c'> Z z a z V) C9 N �..-+ r.0 .0 O L.r to C ~ N LLJ � o BID. .� J, Z W - N P ~ LL �.i¢. 10LU ai X 3 Qrn U0 J •' if,� h Oz AROFESS\O \\\ rsf�'''rfrt111It111\���\ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 2" 1„ ` N ih N 2" �., cD 1" VARIES "NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY SPECSU ICOMMNF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2"� BUILT W/ STUCCO. EDGE OF OPENING 1'-10" ryN iv 1" CAP 1" RADIUS 31/2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1/2" RADIUSI" 4" VARIES VARIES CAP iv G° 1" 1" 0 (V 2j„ 12' VARIES VARIES �N 1" 1'-0" 1„ 1 1/2" RADIUS 4" 1 4" 2" 2 1/2" RADIUS lV� �1 3„„„ T „ � L Ma VARIES 1 " 11" 411 1„ 1„ 1" BASE CO N BASE 3" � "NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" EDGE OF OPENING 2" 8„ 2„ 6 1'-6" Pi s 1" �4 '- " ' s 4 1-1/2" THICK 1-1/2" THICK _ 4" 10" _ 21„ 4 e s b) - 10" L 6" L jI�I - — �_ " „ / 2„ 4„ 3„ 2„ 2„ fn Cr fn 1-1/2" THICK 3" - - - s 2'-4" '�'� 115„ r2' s „ 1'�" 3" 1g N s VARIES s 5j" VARIES �" U) Ir C7 I N • VARIES VARIES 4„ 8„ I I I I __ _ _ _ iv iv I I I 00 io i ,Q6N io 2 ' " • �1a �r 04 ^ 2 44„ : r • KEYSTONE F11 0 OPTIONAL 4" GARAGE DR. OPENING - - KEYSTONE F11 0D OPTIONAL 4" 3' 4" WINDOW OPENING 4"" NO INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" N N io �24 : _-_---- .__ VARIES f2" tD 00 1" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & • FOAM/SMOOTH PS MATERIAL IS ACCEPTED 3'-8"-� 4" 3'-0" 4"-4 10" 1'" 10" 1 1'-6" 1" io 1" 5j" 2'-1" 1'-11' 5j" N - - N '-7 ---- -- N -- — � MM� 1" GENERAL NOTES: • 1.5 LEIS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 z� z ¢ d 13 If� z •U O, w V - � ~ `V U w M mo N C14 N _ U �LL o L"co co oq Ci e D. N (� Npp N � Vi zi� °nP. s w yLLLL, W � Z0 °o CY) U0 a W a Na °c O U O W W W.FDSENG COM 00 0 N z O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com w Zg24 F a OO�U J LLB o L Q z e N N Cr O w F5 W Z J I.LJ LU LU G W Q F rp Z Z ix z ��S 00 Z g LU = t� f V-+ 10. cn o SCALE : AS NOTED DATE : 10/4/2018 TECH: ]MUROSKI VERSION N0. 4nO SHEET NO. F1 Q 00 00 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 I. DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �{ FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Or EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 0 ELECTRIC METER irn ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14. 250.94 200A INDOOR PANEL CENTER 014 copper to lights a outlets 1 20000 AMP 10 #12 copper to 20 amp ckts A 10 N 10.2 copper to WH 01 a 10-3 cropper to Dryer METER MAINT 2/0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN SCALE: Y4'=1'-0" U Z M Z Q a Z In (D 4 —J cn w ca o 0 ui U w M Co� a>, rNi ■ ® ~ � N U O U. c2f Q rn o B D. N �D 10ts o Z Lwc, a NLL� sz. W ° Q LU a Z 0 xd NINNER cc W ..� W N RCN < i NQM� WWW.FDSENG.COM O 0 0 N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LE N MAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o �I Z ej aWa: zoo tE /itY CL Q ZZ9 g F z Z C U 3 O � a F— U 0 U = `� Uj � P o r-I _j LLI 1��6 tJ�� N tvw ZP W Ln W LL a z $ o m oo 5 = a rn ,-1 a to 0 SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSIC VERSION N0. 4mO SHEET NO. 4.0 �IIII111piiY�lI itii� Z N n LO a Q GO M R-14 ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total - -- Ventilation ATTIC Provided SPACE SO. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation toSO. IN. of IN. of Ventilators ventilation soffit ventilation vented be provided en tilation Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Y4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -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 comics 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. Z c z�® z a u, zClcn U � cn +_1 w Ororn *V — 0 w L ~ U �ruUJ m N QI VV OOLL O 0g0 ¢ -00 OR gi Q O N_ O ci U) 0. z LL W Q W N �7 d-a�iiA .a•'N'`• W.FD CoNt _ LC OQ;tZZ 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 - Residendal 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages tearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �i za U L O r W � u- tt�s o n O ii06 a w Ln I Lli Z �$ O Q 8 *k m 0 06 Z d W = SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSIC VERSION NO. 4n0 SHEET NO. 5.0 a 12 Z, i b a 00 a Gj 0 -v 1. TYP 2'-6" x 2'-6" x 1'-0" A L W/ (3) #5-S E.W. S3 H g I I S3 — — — — — — — — — — " — — — 0 A r— INDICATES FILLED CELL w/ 3000 PROVIDE Y2 x 9" rN ._ PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT • RECESS FOR FRT. DOOR 31/2" SLOPE in TOP OF CONC./ PAVER TO BE 4` —� I c�0 ' � STEPS AS ABOVE SLAB TYP @ ALL Y `4 BELOW FIN. FLR. � " 1 " REQUIRED PER FIELD 0'-0" 1 PLACES SHOWN HOOKED FTG. I 2 -0" 4 -0' 2'-O' 6'-0 1'-10 5'-2 CONDITIONS DOWELS 5" EMBED W/ 25" EXT. ; CJ ABOVE SLAB "GRADE 40 STEEL" CJ C ._ 4°° • . ) ■ ■ ■ ■ ■ ■ - _. TYP - I PROVIDE 1 Y" RECESS I FOR SGD. REFER TO - -+4 -. I HVAC CHASE I AHU (; ; — — — — — — — — L MASON'S SLOPE FOR I WIDTH LID BASED BASED ON I; ; i I: ; W.H. I v/ I ro I I I I �� I �31/2" I 32'-84" `�� 4-8$" �' VERTICALSw/in CELL L I FILLED I — — 37-5�" 21'-2�" 5--4" 3'-8" I 7'-8" I I 2--1" a-31/2" 1 SLOPES 4'-0" I G ; ; OPT. D I • 00LO S37 CJ - I r-- — — — -- — - — - - - - - - - - _ - _ IC11 JI4.T.sy CJ��L--- —J asry..l- - - - I CJ ' s - - Zo CN .I.........i------- 1 ___�-_-----_-- II SETO ■'.' .1II .......... KITCHEN ISLAN FCHA - I 1 J I I LOW WALLS I E I ISLAND x2'-6x1'-1 S2•-6 o,"- W/ 3#5 E.W. �- - ' I §INTI S-P K r> N I o2-6 I 23'-11" 2'-10" 4'-1 "' III (2) #5 REBAR cv A A I CJ CJ CJ a { ° K VERTICALS w/ in FILLED CELL I.'.'.'.'.'.':.: .......... . � ...................... T • • • • • • • • • • • • • • • • • • • • • • • ::::::::::::::::::::::: :::..::::::::::::::::::::::.: :::.' ■ •� �- - - - - - - N• • • 1I � 0'-0" � 0 rn ..... .. C;2 c? &D : I : ■ ih 13 CJ j CJ I ( r CJ CJ 3-1/2" MIN 2500 PSI CONC 0'-0" III SLAB OVER 6 MIL VISQUEEN 1 ■ / I • I a I VAPOR BARRIER I : (3000 PSI CONC. SLAB FOR I I i ? I 4 i 1 HERNANDO COUNTY ONLY) I of 0 cc ------- ---- ---- )la --- ------------------------ ■.................. ........................... .. .�y .. .�» »�..» ..-':.. »■. .�. .. ................................... 3'-0" li<flill FOUNDATION PLAN SCALE: Y4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WVVF PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU 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 :ont. around corner by cold lending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" Z � Z Q a (n z cn Lu r� •O w N C m N 008 U T7t,( � 00 y Q p YiCl VVVWJJJ e o.� -* � yW � N I� Z z G.' z I' F� LU a lil`V d 40o r'• Y l/r RQFES\ r�rf`�''�++trtttttttt�4`�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drftft pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com g� Q a a F Z C�,,,e I.. L:1 0 c OILL w LA Lij z z co06 Z 5 t-u = rn O .-1 a to o SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO. 4nO SHEET NO. 6.0 b W L0 H Q 00 a UPLIFT CONNECTION CROSS-REFERENCE ro,�ne MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q 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 1 455 320 18 - 8d R73 610 525 18 - 8d X 1 1/2" E META20 1450 -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 5l8" AN H. / 8 10 1-112 HTT4 2715 518" ANCH. f 20 1061-1/2 J HTT5 4350 3740 518" ANCH. 126 10dx1.112" HTT5 3225 518" ANCH. f(28)10dxl-112 " 3130 3050 15/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 518" ANCH, 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 1718"ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1 /1 7 /915 " 8 -10d x 3" JUS26 1115/1060'" — 8 -10d P HUS26 1550/3335 " 1335/2820 "' 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" O HUS28 2000/4220 " 1720/3125 " 30 -16d x 3 1/2" HUS28 2570/4345 1 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2' T MT820 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X. HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 1 - 10d SPT22 685 8 - SP2 1065 605 12 -10d SPT24 1030 12 - 10d 645 55512-1 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 RECI'D ON ROOF PITCHES 3/12 & LOWER. LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 318" 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 240-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS cal (81 (A) (+ pill 1k 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, (8) 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 �y cq�R�ER -(A)- 1 OR PLN INTERSECTIONS. SPLICING LEDGER) TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLANT SCALE: Y4"=1'-0" z � Z Z Q a Z Ln UI Q) C i--J Lu (DMM U — 0 w U L U ■ ® ~ m N tttppp cMn U � � `L o � a a;¢ d o N_p N V N oz z LULL �m ITOMCA�,\� M i1 DlSNG.0 10 O r tt(IIIl1� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within Ihese drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the sl uctural engineering portions of the drawing pages bearing Engineer's signature and seal. LE N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z< Z� a. U �ooCCU wQ� L C Q z Z L— 0 .o �. 0 W = �� 1LJ._"�O fV, O g� Lij Z w Ln aj J 4 W z ^L Z8 r 0 � tb Z J tu- = 9 SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO" 4w0 SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3, Installation of Ilntel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete masonry units. 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load G1 .0 Safe vertical Ioa Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS -';a, :;i: :il.•. .•. :�,•. 8F8-1B/1T 8F8-OB/1T 8RF6-OB/1T %_0 Y O O O O 83B/1 8RF14-OB/1T 8F16-013/1T 8F16-1B/11 ' - 8F20-0B/1T 81744 1 B/1 T 8F40 1 B/1 T 8RF40OB/1T 8F321B/1T FORM & GROUT SOLID O /S BAR CONT. 8F12-1 B/1T "V" LINTEL DETAIL SCALE " N.T.S. 1. E €[ F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F 16- B/1 T tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c-T pre s htels = 3500 psi. 2. fc prestressed lintels - 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and W 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 relaxatlon. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR IN. TOP (1) REQ'D LR ALTERNATE POWERS STEEL LINTEL ° e • ° e ° • .M.U. #5 REBAR AT TOP e ° e • GROUT MIN. (1) REaD ° d 1.1/2" CLEAR D e ° • n y ° d C.M.U. e -45 REBAR Al • O o BOTTOM OF LINTEL CAVITY vi - 1- m 1 ` X J n, -BOTTOM O ¢ V p REINFORCING 5 4 C7 LL' 7.5/8"ACTUAL PROVIDED IN LINTEL O o�rrs�, /n� Zd id D i #5 REBAR AT BOTTOM NOMINAL I TH y 9 ir R <1 �. �° AS INDICATED (VARIES) d 16 GAUGE POWERS STEEL BOXED LINTEL 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) FV— Q 00 POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting, Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plaNdetails for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitluos coating. See contractor specifications 5'-10" LL OF OF 4'-6" LL 4'-6" LL O 6'-6" LL (�) MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN SCALE: Y4'=1'-0" 0 f Z Cl) Z Q 0(1/ Clt�//�t)�� cn 4--J w �o "V — 0 w U LU mN U LL Q rn ' 9, � ci Al I B D. N .O ac z° U) Cn LLU 'a i�SEN l' �+ t .'• �ROFESS�O If I { 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 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 33601 www.LennarTampa.com LW Za F zSgp�Ca. V U 1�1 �s�rj 77ssF��+ � O C ryr L W � V 1�1 R ' Q c G 0 Ov ^C' W T! � Q = `� C LU W J J T Ln Lli Z X Z LL t-� S Z m O t,0 oo Z :5_ rn ,- 4 a cn o SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO- 4n0 SHEET NO. 8.0 s: T 1� 00 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE.SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. 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: 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/0 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 AD APPLIED N 1 . FT. AT ANY POINT IN THE SYSTEM. LOAD 0 SQ 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 ed. (2017). AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fly = 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: 14„ GROUT FILLED MASONRY: 4" 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L,O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4. 3. SUB ALL PL ATION S C S SUCH AS FLOORING AND PLYWOOD USED FOR INTERIOR APPLICATIONS 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 WI TOTAL THICKNESS 7l8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1l8" 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 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 ed. (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 rmanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingtall risers and spray heaadds shall not be installed A hin V-0" of the building side wall. 4. FBC-R R318.7- To pr vide for inspection for termite infestation, between inches. wall covering and final earth grade shall not be less than 6 Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, be forms. Permanent forms must be etc., shall made with permanent metal or plastic of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rain II occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - ncrete overpo and mortar along the foundation perimeter must be removed ore exterior soiltreatment. 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,mupt be install•d after landscaping Any disturbed construction is complete, including and irrigation. soil after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by a licensed control before certificate occupancy will be issued. pest company a of The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: I I ITY T REVIEW ALL DRAWINGS BEFORE IT IS THE CONTRACTORS RESPONSIBILITY O W RE B L E E O CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/8' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C9 �_ Z M Z QNMI% a to CD Q� cn .}.I w fCS o •V - 0 "' ) ([t./ U M un o _ N U LL1111100 ei . Q rn Ln A ' sD.41 v c B D c W-1 N_ N Zo z G' LY < Z O 72 o' _U)19 LLZ Vi 2 Q tDM SE - '13 0. Q • V c�P� Q' `. . R O F E S SRO\ rfrtttlllllkx 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 0 z �z w u�ri® d�,i i ^Q^ U J Z.. N Cl) Zri J rl LLj I Z Z~ $ 8 'Cr m � fb Z :5_ W Uj rn ,--I a to o SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSIC VERSION NO. 4n0 SHEET NO. SN x 1 00 Q CORNER OF HOME s GARAGE SIDE a[ 00 a 10'-0" TANK -LESS W/H H C G 0 0 0 01 5'-0" STUB -OUT FOR 0 c 9 GAS METER or • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL `*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 1304" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING w co ROOF DIAPHRAGM NAILING SCHEDULE Rln(,F I INF + + + + + + + l + 4 + + + + + + + + + + + + + + + + + + + + + t + + + + + zo + + + + + + + . + + + + + + .} + + + + + + + + + + + + + + + + + + + + + + + + + + + + F + + + '-0" (TYP.) 6-0'+ 6-0" + + + + + F + + + + + + + + + + + +++ + + + + ++ + + + + + + + + F ++ + + 4. + t t + + t + + + + + + +- 'f t + + + + + + + + + + + + + + + + + + + + + + + + + ++ ++++++++ + n 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER, IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r FILL CELL STD, 90" HOOK BOND BEAM 11 \ 0�_ 1� rn -- — w j STD. 90• C� _ CONT. #5 BAR � I HOOK F IF---]F- BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR J SEE PLAN FOR REQ'D �� SHEATHING PER PLAN COLUMN AND y. CONNECTION 'r , 1 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 # 2nd FLOOR above to bearing below. STUU DS SECTION @ INT. BRG. WALL N.T.S. r i 1/8" min. ) Small gap 2" max. 2' min. 4 max. i yyeb Stiffener Fastener Schedule r i - � V Joist Bearing Location Series Depth I End_ Intermediate BCI5000s 11-7/8" 2-8d 3-8d Clinch nails 1 / " 2-8d - 5-8d 9-1/2 2-8d 2-8d- when BCI6000s® 11-7/8" 2-8d _ 3-8d possible BCI6500s® 14" 2-8d 639d 16" 2-8d 6-8d 1) Support back of web during nailing to prevent damage to - " --- 8 11-7/8 2-8d 3-8d web -flange connection. _ ® _ — �--- BCI60s 14 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit -- 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-718" 3-16d 3-16d 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. BCI 90se 14"J5-11:6d�16-16d 6d ogrequired when indicated or 4" ma. 16"6-1 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. ' Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall orILI beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — __73 6"A 1 " ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER L LARGER THAN 1Y2" THE WEB. PROVIDE AT OUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 1'-0" 1'-1" 1'-2" V-2" 1'-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" T-2" 3'-7" ---Any 16" jois_t _ - 12 V-0" V-1" 1'-2" 1'-2" 1'-3" 1'-9" 2'-4" 2'-11" T-7" 4'-2" 4'-9" 5'-4" _ ---.Span (ft) 16 1'-0" V-1" 1'-2" V-2" 1'-7" 2'-5" 3-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" 1'-1 " 1-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11 " 6'-11 " T-11 " 8'-11 " -- —� - — 24 1'-0" 1'-1 " V-2" V-3" 2'-5" 3'-7" 4'-9" W-10" T-2" 8'4" 9'-0" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.%2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. `-,.,Install tight to top flange. Joist hanger Filler block. Nail with \" 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap i - Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist o depth emu i• \�� l { I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 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" v CENETERED @PIPE PENETRATION d e o' a A. a' ° d•• o . _ i FINISH GRADE - SLEEVE THRU STEMS • SEE PLAN FOR--'•• • .. . • FOUNDATION INFO ' a d' STEM FOUNDATION GRADE .o r— REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE e SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION o e . zI �, ° w SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE G TO .4 ° . . 0 a ° SEE FND. PLN. SIZE & REINF. LO z�® J I`� Z V1 0 C1 Q) N 4--J w � o 0 LU Ln tv .0 � U M � LU M MR c a;$o E D. c�B'�tr' ,UI' U) Z`z LL io Lu 0 V a �' = i N 2 Q N O W N&L �� �PWW,FDS ' G.COM • IY -J 4]� • cJ A,P' rr�r XP '••.......••'o�� ,. ,�. 40ROFE55� \N,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seel is only for the structural engineedng portions of the drawing pages bearing Engineer's signature end seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W� asi �AA o ga$ u wl V cu > ~ 0C 0 � a z I � 0++ U •_ `J rfj z o8 U5im Z *� J z W 198 C)Q co Z t 00 g Ln o SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION N0. 4nO SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH 5 „ „ „ (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. wl (2)12d TOE NAILS „ a „ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS .) (OR / GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) O GARAGE W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. - _j @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS __ _ _ -- _ . SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'4'. EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". 2"x3/16" PLATE WASHER (TYP.) WALL.HGT. < 8'-6". (2) ROWS 2x BLOCKING (ALT: 1/2"xl 2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z _ _ _ _ _ _ 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4 O.C. @ BOUNDARIES, 6 O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24 O.C.) "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & - -___ ___ _. __. _.-. __ SLAB & BLOCK ��° �� " " �� IMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT @ 24 O.C. W/ IF NOTED, THIS REFERS T THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 1 LAYER TYPE II (#30 () ) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) `= `' = '' ` 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH -- --� - - ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 ° A.F.F. p C) 2" x 6 W1.4 x W1.4 WWF OR FIBERMESH �� ATTACHMENTS 2 6 x 6 W1,4 x W1.4 WWF OR FIBERMESH , , (2) LAYERS TYPE [ OR TYPE II ° _ ° ° \ FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. - n . .. p ° ° 4 •- o ° ° ° ° ° ° ° ° ° ° a ° ° ° ° ° ° ° O ELEV. -0'-31/2" ° A.F.F. 31/2" MIN. ( 31/2" MIN. I REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° ° ° ° ° ° 2x4 CONT. ° ° ° LL - ° - 1/2"(min.)- 4" ' ° 1/2"(min.)- 4" @ 24" O.C. U.N.O. °° ° ° g ° ° a ° ° b N _ > ° � � ,•,� o . r oo ,• 'TRUSS _�- 12 HURRICANE ANCHOR @EACH I ° ° GARAGE DEPTH VARIES 31/2"(min. - 4" - 31/2in. (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ "-11 8 - ° ° ° METAL PL. UNDER EA. TRUSS ° ° � g I I _ MOISTURE BARRIER TYPICAL INTERIOR BEARING (2)#SCONT. 4" V-4- �r 8„ (2)#5CONT. 4. �I INSUL ION LE SHINGLE ROOF 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rB U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc U.N.O. TYPICAL BEARING WALL @STEPrcC NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 518" OR 1/2" HIGH ALUMINUM DRIP 0 GpN��N� J I STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Seo�P�� -\0 eoS GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \12"N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. EE SOFFIT SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS 16" O/C @ \ M�N�M�S 1�0"' (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS LOAD BEARING OR EXTERIOR WALL �� 8 C.M.U. INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT \� /' ` FOR WALL HGT. s 8'-6". (2) INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2"PLAN GYP. WB (MIN.) SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1x2 P.T. HORIZONTAL �� G/S3 FOR ANCHOR "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL .GARAGE SIMPSON N IL w/ SIDE IF APPLICABLE. SIDE (10)10d NAILS NAILER 8 C.M.U. TYPICAL BOLT INFO. 5/8"x6" PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB Wl SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR 3500#, MIN. TENSION 2600#) • SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP) #5 REINFORCING E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED gqR a END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL TYP. ASSUMED FINISHED ,:. ci PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W o ° 1x2 PT WD FURRING @ 24" O.C. FINISH ` ` GRADE �- ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi n 1/2"GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° ? r r� o • o = FINISH GRADE [GRADE 60 MIN. F - 60ksi) [ ) a 25" MIN. LAP 30"MIN. LAP p . • - - - t. U.N.O. CELLS (SEE FOOTING MONO SHOWN u o LU ° FOUNDATION PLAN FOR CLARITY o _ _ 00 6 MIL VAPOR BARRIER t °s. ° ,' I 0 R 1 7/8" r FOR LOCATIONS) p D ° = �=III= I= I= I 1=i - - Z #5 REINFORCING BAR - - 1x4 P.T. BASE NAILER p ° III D -I 1=III-III-III=1 I- z - - - - � #5 LAP SPLICE ( 2) #5, CONT. - 4"x4" INSPECTION D ° NOTE: ° P I=1 I I ---III=1 I i-I 11=1 11=1 I g • ' I - I ON 3 CHAIRS 31/4" BASEBOARD PORT AT EACH 'FOR BEARING WALL B III=1 hI=III-IL�..i r I (=III= � i -I � � li COMP. SOIL. (COMPACTED TO o 36" MIN. LAP [36" MIN. LAP) (TYP.) 8" 1'-4" 8" FILLED CELL TYPICAL =I W/ UPLIFT ONLY _ _ _ _ _ _ _ = _ _ - -___ 95% MODIFIED PROCTOR ASTM - I 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER AT GARAGE CONTRACTOR to I I I=1 1=1 11=I 11=1 I I=III=1 1=1 1=1 1=1 -1 =1 I =1 =III-III-III=III-III=I IE1 I I=1 I=1 1=III-III-I I 1-III=1 11=1 11=1 11=1 I I I-' ' D1557) 4" 1,4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -III=1 L-1„� -;-;-�'-#6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPECONCRETE SLABW/6X6 n NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-V S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0' S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. E d. 00 6x6W1.4xW1.4 SEE PLAN 11/2"RECESS FOR 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR ► z �- min. 4 " 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M BARRIER 'r p g a , a GRADE AT 24" O.C. MAX. ONNECTION INFO _ a D COMP. SOIL. ib o * - SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN + o ' (COMPACTED TO 95% a ' _ rrr (1) #5 REBAR w/ OPT. SEE ROOF PLAN a . n c a. ° MODIFIEDP MODIFIED PROCTOR _ - E NCLOSURE (2) HTS20 FOR STRUCTURAL .= � _ ASTM D15 - - BEAM SIZE & er n 3" MIN. CLR.� (2) #5 REBAR CONT. 4' CONNECTION INFO M .•. p e - ON 3"CHAIRS TYP. 4" 1'-4" STD. 90 NOOK (SEE MIN. I - U.N.O. DETAIL) 14P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ - - TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L nte o.s.e. MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING SEE A/S3/J/S6 8" FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 w 0 SCHEDULE OPTION #1 1/2" GYP. BD, COLUMN LOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w 6x6 P.T. #2 SYP J SLAB INFORMATION. " HOLD FROM SgLAB 01-01. J CONT. BEAD SEALANT W ABU66 SLAB STEP & RECESS S.G.D. rM OPT: DEPRESS SLAB 5 Y" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND -- DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT .. 4 • d 31/2„ SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14 O.H.D. RECESS ;T z 13" O.H.D. RECESS `- . ° • GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS ` CONCRETE NAILS W 1 1/2 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. '� TO FOUNDATION PAD !6 ' ' " V r • '• • :: '• :'... ' " STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' • .. ':• ' _ •; °'' . '' ':. ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M -_ - •; • :. ` _ •� _ = :•. �. •' _ (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT = w/ MIN. (2) #5 VERTICALS ;o ? GRADE4 ° . ..: 4" °P * A. : °Q TENSION 120#) CONCRETE SLAB € _ FILLED SOLID (SEE PLAN FOR _ - 6 x 6 W1.4 x W1.4 '��t SIZE AND REINFORCEMENT) c7 _ LU * --1 I I -I I ° 4 4• 1 -11 I=I I= = I "'�• `, .� +. •"•, �, _ ° r- WWF OR FIBERMESH z I_III-I-III_III=III-III w - - s - BRICK PAVERS or SLAB PER O w cn = • • °• - - o o M z SEE A/S3 OR J/S6 I - - SEE A/S3 OR J/S6 0'-0" FIN. FLR. COMMUNITY SPECS rn - I 1=1 11=1 I=1 I I I I III-=; FOOTING I II I I=1 1=1 1=1 1=1 I I I 1=1 11=1 I I_ _ M 6 MIL VAPOR =_=i'�=Jd-u- BARRIER -i; - - -- =1 = L--- =III=1 1=1 I 1=1 1=1 1i -tI I I -III- FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE =I --I I -III=III-- = I- =III -I I I -I I I=11 1 -III=1 I I=' BEYOND 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) III III I 11' -- ` '. '. ;':• PAD REINFORCEMENT ''-111=III=I I I-' 3" MIN. CLEARANCE �� 1 8 (2 STOR) " 1-8 (2 ST RY) 4" 4" _ ~.•'! SEE FOUNDATION •� (SEE SCHEDULE) FOOTING WIDTH .. :• �. CONIC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCE. "' '� SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 13 Z o z�z a C/11 C9 (1) u, 4--+ w � o •O w cn r TO � � U _ M m^ � N ILL rn < o 3f v l(aV1 00 Z WZ z NJ 0 am rd Z10.O LL �. E .;ref � ••,••.. �1.••'•�,�y� AR `� O F E S5\0 f t t ltil0`�t- To the best of the Engineers knowledge, information and belief, the structural plena and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com o U) 0 H �z W C) J J W1 g � jchd � U, o O 5 U O* Z JZ t\ Ln LU rl W Is m O Z g to = 1i �� ,--i a cn o SCALE : AS NOTED DATE : 10/4/2018 TECH: )MUROSKI VERSION N0. 4v0 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 I TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (Y DIA.) - 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM 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 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ S GROUT 7 5/8" 8" TONEAILS SPACED ❑ TEEL AND ❑ ❑ DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK _ PLATE WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" J TO DRAIN DOOR OPENING —DOOR OPENING 2x BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE O BLOCKING WT4" (2) 2x HEADER PER PLAN 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. SL� 12 SEE TYPICAL WALL SECTION (nrp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS ,-V�,� CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING - FASTENED TO TRUSSES WITH 8d COMMON % WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD -7-7- SIMPSON SP1 w/ (10)10d LO NAILS AT EACH STUD BLOCKING (TYP.) 0 N 2x P.T. PLATE OOF TRUSS ;t 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER ,o 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 rF� ISCALE: N.T.S. S4 ❑ EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ 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 B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 ,) KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W! (1) #5 FOR CONCRETE PLACEMENT on ii�l', _ T i NOTES: 1� 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL g� a J c l� a FY i > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 0 � KEEP STIFFENER BACK FROM SIDES ENOUGH a TO ALLOW SPACE FOR FLAT MASONS TOOLS 00 N (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) ~ FOR CLARITY SEE DETAIL K/S4 MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. S IN PLACE CONCRETE 41 5 GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET I,_, TROWEL FINISH SEE �8x8x16 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ` SCALE: N.T.S. 4 e E; SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E � DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED � FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFFp O%L �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dxl 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 -t 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. 2x6P. J-BOLT TRACK BRACKET fOP .l iARAGE IOOR vvvr nnvr� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' -4' (1) 2 (1) (2) (1) LSTA30 4' - 9' (2) (3) 2) (2) (1) LSTA30 9' -16' (3) 4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (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. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 F��NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. SIMI�SON 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 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 MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 . ' sag" SPLICE STAGGERED • � MAN. • 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d 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. S4 F= 2240 LBS •7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. _5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION ZX P.T. PLATE SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS d � 4° d SIMPSON SP4 ° INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 �LNTELS SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w 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. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR wl P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° ° • HDU2-SDS2.5 wl (6)1/4" x 21/2" SDS (2215# SPF) .0. • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT G • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE V DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED Zo I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE i 2X BLOCKING I I 4 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY 11 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. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD o S4 o B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 (D u, zg z z Q a z0V) (D � w (D � p •O W �(D V) = E _ $ as ou Al , • B ID N C e,D rC „� • N `O —+ N_ Z W rye fi' z' U) 40 y s � �� ChUA V' y a. CN $ umZ . F N Zz �. �v .� - X J ! �O Off( `v W .Z_ �����lrer,�r0 F E lsi��t����ti t�lll! 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 fhe structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTa m pa xom 60 z< �ai'�°d 480 011 0 Q) G O W U 2 u J °P6 o PlS 41` N, rl w C) 61 Wp $ Z J *'i li.i Co fi � Z 1 zs m 0 Z Z _ < SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO 4wO SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (A 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W! (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w! 6 10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL wl 2 16d NAILS SIMPSON H1 OA w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTI OOKER OUTLOOKER SPA FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR • FIRST FOUR a5° t 24" MAX. TOP CORD 45°t 2X4 CONT'L" BRACE TOP CORD BLOCKING TROWSOFRUSSES @ SIMPSON H10A w/ (18) OR FIRST BLOCKING FASTENED W/ 2 10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" O/C. EXTEND AT LEAST 90% OF ' & (2)1 Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT iMAX. EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING FATTACHEDW/10d & (2)10d TOE NAILS @ BLOCKING EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS F��1/2" AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "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. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT V-0" INSTALLED PER MANUF, 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION E CT O A , J N 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. SI:J SCALE: N.T.S. Srj TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS SP8 FOR 2x8 WALL) L 2) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF F STEN FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT & (2T RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING/,1/2"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED 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 SIMPSON HGA10KTw/ (4)1/4"x1 1/2" 10dx3" @ 4" 0/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 10d x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J SEE STRUCTURAL',,,_OUTLOOKER F@ 24" O/C ON SHEET S5 FOR NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING to `� °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 1/ „. 2"x4"CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 to APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING „ " EACH JOINT W/ (2) lit AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS ^ NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d `7LJt1� 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d 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 0/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 ' ==r<r 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 _ ff ==:,_CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -- ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4'7" ON OF THE LAST LAMINATION (SPACE AS SHOWN R 3 FO-PBLOCKING, TOP PANEL BLOCKINNG, FASTEN N WITH 2x4 BLOCKING W/ , .. b 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) ) SECTION 131 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. I N G 45• i MINIMUM 2x Q CROSS BRACING (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT LO O S CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 00 00 CROSS BRACING DETAIL J z SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT TOENAIL- W/ (2)16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS o � "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. E S5 `v c aNi li 6 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. PRE-ENGINEERE WOOD TRUSSES S5 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT `-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING wl (3)10d x 3" AT • EACH CONN. @ 24" O/C OKT 1/4"x1 1/2" SDS SIMPSON HGAw/ (4) MOISTURE BARRIER 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/ NAILS @ 4" O.C� TYPICAL/KCAL GABLE TRUSS WEB --/ SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DIET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � Illlil�l i s ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-0" 3'-0" - 61-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1l4" x1 11T SDS SCREWS TO TRUSS & (4) 14'XY 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 HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 9� /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)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 Z M z® z a U, z V) (D Cz (1) u, 4 -J w •V o Ow U w E mo � rN i (h ¢ rn n}� 14 U.) �¢ o N .D N Z il- f+ Uv WuAl a �rn� 3 Z Oo z 1 it ,lllp��! r� '• WN'W. S M �•❑l7r � •; cs � cu "R O F E S S�0 To the best of the Engineers knowledge, informsUon and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W Cypress St, Suite 200 � Tampa, FL 33607 www.LennarTampa.com 9 �00 � U � W gh � J U. L g 00o"'%% VJ �z a� Q w z ¢ o 0g 0 ZW ^ 1� t� � uJ Z J Ln r-,1 LLj Z Z Q `� Svg c) CIOZ O 0 06 J tj = 8 .--i a cn s SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO 4mO SHEET NO. S5 00 N 0 Ili 1X4 1/2" DRYWALL DOOR JAMB (REFER "RYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER UNACCEPTABLE INSTALLTION MAX.8" TO SHT. SDW2-K1 P T TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. FOR CONN. DETAILS FOR CONN. DETAILS X 4 1X 4 ff ifs REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO ti( BOTTOM PLATE W/ 8d 4" 1 X 4 3-1/4" LONG X 3/16"0 FURRING TAP O X S LONGFURRING 3/16"0 X 3-1/2" LONG FURRING TAPCONS #5 REBAR @ AND NAILED W/8d COMMONTAPCON. 6" O.C. EDGES AND 12" O.C. FIELDBLOCK@ @ O.C., 2 ROWS STAGGERED INTO STAGGERED @ 16" TAPCONSSTAGGERED 2X8 ('tYP) ' SPACING „ .. STAGGERED @ 16" O.C. 1X8 O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2-ROWS INTO • 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH �� 3 DETAIL STD. 90^ 90 HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3116" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE 1 X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4 7/' LAP SHEATHING TO EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR DOOR JAMB (REFER ( TO SHT. SDW2-Ki 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL ` BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 10d @ 12" O.C. � FURRING _ „ „ 2X8 P.T. WITH 3/16 0 X 3 +2„ NOTC @FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. @ LONG TAPCONS w/ (4)1Axl 1/2"SDS SCREWS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. - INTO BAND JOIST & (4)1/4"x2 3/4" TITENINTOK.O.BLOCK 2x DETAIL 21/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB AT THE f5" FIRST 2 COURSES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KHSCALE: RETROFIT FOR MISSING EMBEDDED STRAP 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 W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. _ 1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2' �. SOLID WIGROUT " 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (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 CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DAAGONAL BRACE AT EA. FURTHER INsrRucrioNs. •. ,:° �• _ FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVER ° CONNECT W/ 8d NAILS BRACE/ BLKG. j° N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 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 REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL � 4 MAX. RAD. UE SIMPSON �D!CENTERED) w/ x TO TRUSS TOP CHORD °�FRygN MS1) N. 4EMBEDMENT AT16'O.C.O.C, + <� NGT '� �� 1-05 -O SCALE: N.T.S. SS 12 + + N —PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + +Ai -,FINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN, B_B ROOF SHEATHING ATTACHED + REQUIRED „ EMBEDMENT INTO .) PER NAILING SCHEDULE ALL TO SUPPORT ° �; /4 MAX Z-0" 8" TRUSS + SOFFIT ° , y . �• ' �'• ► p #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + • p 10 • ► ° . CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP .. EACH TRUSS 917 ► ° '+ IN TOP E, KNOCKOUT / d ' i� • CHAIR BLOCK — Sd NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN,, PROVIDE (2) MIN. PROVIDE 2x • CONT. W/ (3) CONNECTOR °� — .p MONO FOOTING ' •+' .. —'�' ° SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 s CLEAN FILL • • ! 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. bENTER SO IT .► DIRT 4 z TO BE INSTALLED BUILT UP PLWD. BUCK - 4- " A S PRECAST LINTELJ °ffTANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ,• #5 BAR IN ! HOOK iv r TO FIT ARCH CONNECT W/ START OF ARC 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) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , .. v L N J . 1, It_ IV I, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW SCREW WALL USE (2)1/4" X 31/2" TAPCONS AT 16" � ` s f ' THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. O.C.• ' , PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL B = — SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING 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 DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT 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 1/ ' WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET' #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON � O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHERFILL COVER V-0" F.F.EPDXY MIN. 6" EMBEDMENT & CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE \ ` wo v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °. o v w a A REINFORCING AS FOLLOWS: — a co 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT : g' e — — — — = g " PRESS PANEL REINFORCING INTO PLACE. v z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ " COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EXISTING FOOTING (2) #5x6' IN CONC. SMOOTH. DO NO FURROW. , ° LO N FILLED CELL DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT — GRADE '' o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT �� ' ° a 4" SAW CUT MOVEOF GLASS BLOCKS AN• EMOVE GLASS BLOCK DETAIL SPACES. REWEDGES \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS MOO HRPLUS AND CONCAVE, BEMORTAROFORE MORTAR TAKES FINAL ETFACES ( 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. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. _ SCALE: 3/4"-1-0 SCALE: 3/4„_ -1-0 FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. C9 z� z® z QE3J to C9 � w �d •o L ~ M ' `+ N W2.8 M M _ U N U� Quo N N US Z rgH�� w W a �' Z 0�v`ra $ LL Z 5 YJ�o(� �� p V . _ cc 5 (3t• i F •A "R v 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 0th 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 -o as I— zOU z0 fR N a OW U = ARP W V2 :j Q Z Z J In rl O Z C3 O 06 � _ 9 v__1 a 0 5 SCALE : AS NOTED DATE : 10/4/2018 TECH: .IMUROSKI VERSION NO' 4nO SHEET NO. �� CROSS BRACING DETAIL (TYP.)r1 SCALE: NTS TRUSS NOTES: CON1FRAMED RIDGE . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 MAY B MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS—, COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE A DIRECTION TYP. —� x a 0 lLi —L WOOD 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 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS CB �/ G-IVV `W LllVl1 11\VVV •�VV 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 v rT I 17 TB l PRE-ENG. TRUSS I CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX WOOD TRUSS 'k SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER A USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS (2) 2x8 #2 SYP wi O.S.B. FLITCH Pl TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE. NTS SIMPSON LSTA18 SEE PLAN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT SIMPSON HUC410 w/ FOR CANT. 10d TOP &BOTTOM SPLIT TO TIE 16d INTO HEADER & (6) BEAMS TOGETHER 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE (10) 8d NAILS INFO 121 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 k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES I 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN MIN. (2) 2x4 FOR CONNECTION SPF TOP INFORMATION. PLATE- - VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1 /2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE: NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE L-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REO'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO �5X COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE: NTS SCALE: 3/4"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CE ///— CENTER OF POST MIDDLE [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON 4.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �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 aC� ENTRY FRONT WALL SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS J • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FORLOCATION 2X10 #2 SYP CONT. LEDGER w/ (3) AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE f— 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/ j SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING --- -- -—X�' LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT �39 SCALE: NTS DETAILS &SECTIONS (D z M z�z a `� z 1-n U' Cl (V U, +-_j w rz o a) Z — p LU �M L CS,� () m� L1J _ M N U � a, 1" o Qo B D N� •� N N b W � ZPI� ;v U) rx 2- Q �a p CHa 5 to 1 �141)� < � Z.Q ��`` • o �� FDSO• Cr O� •. rg F 40 `/�����' ►I l l I I I 11111����\x To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33601 www.LennarTampa.com g is t�HOW �z L�® U) � > Z O z R�-- c Q U W O N c U =, `.I/ J_ � 9 6 o /71 Q 19 N W tyo uw z Ce J Ln •-i Uj Q z tj o S CalZ 0 00 --1= SCALE: AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO. 4mO SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW NAILING FLANGE WEATHER RESISTIVE BARRIER IZ•Za7:TT�I�L�I:N7»:tt�Ld WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING3/4"-1" BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND O, OR EQUAL WEATHER PROOF CAULKING p. WEATHER SELF -ADHERED FLASHING RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SUBFLOOR ED FLASHING (SEE DETAIL WP07) la SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 8 z WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING -r SELF -ADHERED FLASHING OWN SELF -ADHERED FLASHING INSIDE CORNER SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) -•7Ground 7 1 Water Resistant Barrier SELF -ADHERED FLASHING Lath PATCH Sheathing Stucco ° � a N DOUBLE JOIST 4 SINGLE WOOD BEAM ° JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Walla ° SELF -ADHERED FLASHING a G ° � i 3" MIN SELF -ADHERED SELF -ADHERED t� FLASHING FLASHING Q 5 SELF -ADHERED FLASHING I SELF -ADHERED FLASHING FOUNDATION WEEP SCREED • DECK JOIST OUTSIDE CORNER :4 t-R I a 00 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 corner 8. Mechanically fasten as necessary Cl CC in accor ance wit STM 26 RIM C) LL. 00 Al I BID G 111141 IS Z 4sO elt back 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED 9,0 NOT USED NOT USED E) 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 Z c'> z a z cn C.9 � L1J (ID � U M 2 N s _ � O O U N O� L CL a MON;' law Q O cu .� U � U) t C 0 O L • O a c 0 3 March 20, 2018 O LL. O CC� .41 `'- be utilized on the C) > Rs: Wood Construction connector Compliance for 2015 Inbmational Codas Il 2017 Florida Codasconstruction• c G 0 To Whom It May Concern: ,� O ``/CU^B Q Section 2303.6 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that -� •C v/ Q joist hangers shell be tested per ASTM D7147 Testing and EstabNah/ng Loads of Joist Hangers. Previous versions of the IBC and FBC required trading to comply with ASTM D1781 Test Method for Meohar i Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultlmats of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested maborlals, 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 Crrtxie, for Joist Hangers and Similar Devices in October 2018 tD 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, vve will apply for Florida Product Approvals. However, reevaluating a large number of products will take Urns. While manufacturers work with product certification agencies to update their wend connector evaluation reports, we recommend that building departments under the 2016 ]-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 biter is valid until 6/3012018 when It will be re-evaluated by Simpson Strong -Tie. Please visit wrvw.stronatb.com for additional pertinent information. If you have questions or need further assistance regarding this matter, plesas contact the Simpson Strong -Tie Engineering Department at 8W.999.5089. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dwBCW Engineer, Southeast U.S. Branch Page 1 of 1 ainpson atrong-Tls Company Inc. 2221 Country Lana Yo(innor TX 750ea Photo: a72.542.0520 Far a12542.415a eww.stronate.eom Z `v O L O s< L v O L /V�/ �V a.d.aa O L LU z J Z Q J a SHEET NO. PA 1,0 A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2808 HD210.2 FL77232.3 ESR-3445 HU210.2 FL10858.4 ESR-254B HD212-2 FL17232.3 ESR-3445 HU212-2 FL10B58.4 ESR-254B HD218 FL17232.3 FAR-3445 HU218 FL10B58.5 ESR-2649 HD218.3 FL77232.3 ESR-3445 HU216.3 FL10858.1 ESR-2548 HDZ6 FL17232.2 ESR-3445 HU28 FL70858.3 ESR•2549 HD28-2 FL17232.3 ESR-3445 HU28.2 FL10858.4 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 upprotect for which you tiro applytngFkr building permit. We recommend you contact your local product sup�plle�aihould you not know the protluG�approlval number for any oftheapplicable listed products. CategorylSubcatepory Manufacturer Product Description Approval Numbers) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Flrber-Classio and Smooth -Star (NON -IMPACT) FL20481.1 +87.0/-07.0 pot ThermaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL20481.8 +87.0/-07.0 pot ThermaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL20481.9 +87.0/-07.0 pet ThermaTru Firbsr-Classic and Smooth -Star (NON -IMPACT) FL20a81.14 +87.0/-07.0 pat ThertnaTru Classio�CraR end Benchmark FL15225.1 +67.0/-07.0 pot ThertneTru Smooth -Star and Benchmark FL75225.5 *87.0/-07.0 pot ThermaTru FlberClaaaic, Smoodhstr, ClasskCtsh, Rustic FL7840.1 +87.0l-07.0 pat B. SLIDING MI VJindowa ere Doors Series 420 FL15332.1 - FL16332.6 +40.O1.40.0 pot PGT Series 3370 FL251.10 C. SECTIONAL Clopay Building Products Residential W1ndCode Doors W6 (8X7) FL15279.37 *30.O1-32.0 pot _ Clopsy Building Products Residential WIrWCode Doom VY5 (18X7) FL15279.53 +30.0/-30.0 pot Clopey Bt�lding Products Residentlel NAndCode Doors VvhB (Si FL16279.85 +38.0/-42.0 pat ClOpey Building Products Residential VNndCode Doors VY8 (18X7) FL1S279.102 +37.0/-41.0 pat D. METAL LOUVERED bRS Curries Division of AADG, Inc 807,707,727,7a7,and 847 Single &Pairs of Doors FLt t537.1 N/A (see inat ahq 2. WINDOWS A. SINGLE HUNG MI Windows end Door Serbs 185 FLt7499.2 +SO.OI.6b.0 pot PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Vvirhdowa and Dove Series 188 FL15351.1 +40.0/-50.0 pot C. FIXED MI Windows and Doors Series 1g5 FL15349.1 +40.0/-40.0 pot PGT Seiler 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Sodas 5600 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Gmplank Lap Siding and HaMlePlank Lap Suring FL13182.1 - FL131B2.2 N/A B. SOFFITS Alside Solid atttl Vented 3of6t FL15272.1 - FL15272.2 +70.0/•70.0 pot C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A S. UNDERLAYMENTS Temko 161b Felt Undenayment FL12328.8 NIA C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. OK Ridge Vents FL18818.1 - FL18918.4 N/A Florida Metal Products, Inc Vam RV10 FL21580.3 N/A Lomenco, Inc DA-4 Exahuat Vent FL17202.1 N/A E. ROOFING TILES Borah Tde Villa 900 FL7849.27 - FL7849.28 N/A Borah Tab Saxony 900 FL7849.18 - FL7849.20 N/A F. METAL ROOF Cult Coast Supply t: Manufacturing, LLC 0.032" Aluminum GuM_Wt 18" wide roof panel FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Gebel Protection Products Galvanized Steel Storm Panels FL15078.1- FL1S078.2 N/A All American Shutters d Glass Galvanized Steel Storm Panels FL1788B.1 NIA 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Caren. sec chart ANCHORS Simpson Strong -Tie see pert B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL19B8.1 • FL198B.4 N/A MITek Industries, Inc. Truss Plates F12197.1 - FL2197.5 N/A C. ENGINEERED LUMBER WeYerhaeuaer Rim Board, LVL, PSL, L3L FL8527.1 - FL8527.5 NIA D. MATERIAL Cast -Crete Corp. High Strength Cwtwat Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Llntla FL1774 NIA The products listed below did not demonstrate product approval at plan review. I understand that st the time of inspection of these products, the following information must be walbbb to 11te inspector on the jobsit; 1) copy w the product approval, 2) the performance ctharacgristics which the product was tested and ceNfbtl ro comply with, 3) copy of the applicable manufacturers Installation requirement. Fuller, I understand Mesa product may have to be removed If approval cannot be demonstrated during Inspection. 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Approved 1e . ,r. barber Dim vat) 006a300 Monte (717) 31744M IWcdoew.BNlsmdw,wDowAawvere bemiwonaad.00m Qeagrdean llodmrh MAoMm Repwttm s FblMm Rseaawe Aldlyd w s -we rm Ptabrbrnat &poet BCYWLbarar dad jjm AVANBAIWM boa a" BMINLReadrm mmgammaatw � 9NOWL100',m BATH* t almaa I SERM 420 ALLNAIUM 900 SO= 420AL1MOM SOD 0X0 IM12M6 lid Yoe No NIA 14&&4&qvoOSUW* NOWONFORc® dig gam Let famlaa Emgr■a= Po INN 2017 N WW " sea Oaaa 03yay: Mother Dom &6COmMi oars malls Door Arwlelr ooaptnwwwt Ivsk mn Row*omo PkM@ RpNNnd Af~ Or a Urine Fbdds Prat"" misrmer W1 zmamubddjkmkKALNM 6 0e M 420 AUJMN M esO ResIFOROED Florida Dep wbrient of Business a Professional R"Wadon Bulls V Codes and Standards Product Approval Appsalation DetaU OdwL 9100 sgmaiLlmma am* Ielm w Lata ft 'b Laws (717)3e6.M P14M14 breaiwOnd.d.00m tmooLard■at tailU 420 ALUMMM SOD RnNFORCED)= ldiwaJMEprot re6eloll II laws Ra no BoLbou go Xd*A & )Nime Ada EWAnmd hEm ml ANN eleven Ud*Pal =1M017 0W12017 04M62017 IM011017 Approve (717) 817-84e4 gtIIYLhm m®mAILlra m®MUALJrt tags Age goomamommumb alto gumiL lE ag begin 12f31001a No Yes No WA FWWa D"wb.w of Bwinne a Professional Regulation All"" Codes and Standards Product ApprovalApp", 11, Drag Pap 1 O11 11 la wa dsJ�.E! 4ai mat= am gal DO beets do Lee mewl NEW" = Isms OEmorAlrlme NINON& IBM" Oaow agmomal aatmml Yea R '. 2M7 Capp aUNbs PMrnb Compaq Mai Mbelorlekl sANlok Taedns aarvlre NA. Ory pfuNrr 112ND17 05,102017 1zVWI7 Approve cI . allwbr Dom 013) 7104M1 ft (613) 61046N IWWWW leadarat Glorlor DorAaewelw Illltle dapayam Cerplarre Maurer CadModm Mark or LWM Ba7s1>iwKBU M QNDLAon mgmwLALIM mtm mNAM lams Omm set CM&MLE290610OKKAM bgadAmlleOgt gminam adet6Em KIRM gmam mn boom O■gn N M W6W PAWN183: 73, M a44k. N, 42. 41L4211, 46e, Nell paw 01en. 26 Eli.) amobcw (Up to rw wry 0671IM28 No Y49 No ale Par"? 4WT, ORST, ODM, MW ARM, 1M rMDCODB W 74; elm OEMP Doer Par aimobw aim me mom mmmbm ■t Its Me 2017 POT NWWM" caaewF rlats.n IehC+ol eel. UOB anti Oow*@ m Abelst Call oWm Mark or LMai aimambolows W1 7 aN-060D (LAtpa earls Inpad) Fiorda Dalwbrml of Business a P 01WWM RepLmtlo i Binding Codes and Standards Product Approval Application DDMN poplal lmdols sooLr Ire del gm2nmla am gnaw slmrLALIMM MdMdN EL mdi" alamsYtl aQAn®a &Mond lea Dow Rurk MbNeaea 8=-CER MMMWob 9000 - VAL MAM17 121101M7 122e2017 Approved (941) 4"00 (lee) aI&M owwkopowdwv"Aom gmrEAn ammmLbLlrl A■MMUKHg wog Oil■ bukou tam 9malgtmdlmam wJtYla 2dda ma alms be■n VbNoko$MniM-- 072042010 Yoe Yes Yee WA Florida Depeftent of Business a Profaesional Regulation papar a t Sullft Codes rid Standards rmddu Product Approval Applicalion DetaO amiumm Got Yuma WANmnO[ Opelea tlmmiJlmgt )NMIk dJr Ndi" A11a■W agemrad monmd boa Ravlolan 2017 TMvm►Tnv CwpodOm Rkk Wrens Mall" AaoedtaNn a Rywn J. Kap, P.R. 12/J02017 09212017 12f1711017 APpvoved C4aaEwr• trewbr Dom a191)2WI740 abrrpwMM enowA (613) 7674MM OWCMe6wF Mini marlarOoorAaaratlar Ire completes Melee OwrorNn Mark or UWi can agualaLhism g ooLho mga AMMUUM- g mamdbcYg aW gram A6al ftMOULMMNJkMhKALEM Oaila06mtloEae gmod2okismam lam Elmo amwd lolls 0 a. aquotanoodr terlpet and ewntewlsNnwt by N WA N Opep• wd Obsea ft On Doorman 120312021 No Yea No WA 7Mrm►7nrgWat oral wmalelOMaa. eu.drp and Dwwmi Oroaadna d AU2.m at mma lob mwwh = Pal WIN 2M7 Mreldorre and Dean CMBWW. &NNW Doers tuaearWr. NPep samba DoorAsswNes alm.perwe aOAwd: evwMOon ROW tan a Fb1100 Rep- , ANkrls or a Warmed Fire plobsobwl Rosevear 6EfYlaa!lJamm dal 2 la420AWeraM a00 Florida Deprbrrnt of Sullivan A, PMks$W l RagUMM &Add p Codes and Standeads Produ t Approv l AppNcadm Dotal matt great OagmniUm arena eaapar Lub Roberts Lama 017) MG-3300 FE.M14 MMisrOrnd A=m bloNLRUNNO BERE6420ALUAM)M NOD CO(, X0, xX 8W4uobe0laetNob4E91140A o ppaldt imme gm no dlsbaE■ till YAKON t Modal AAMW CU A■MIl Allow seam OMvenr U*k PE 0110130:1017 OW12017 (XVISM17 1W IVID17 Approved (717) 317•e464 al iEL6onmm Am■aibL M 60MMANJIU IasW am m ddl■am aids 2ddbl= Bgmot &MIN 124/2011S No Yea No NW FlorWa DepaMard of OWN= A Pmksoioml Regulation Sukft Codes and Standards Product Approval Application D@ W Poplar 14019 1lsi1!>ml goo am a* DaLbou go Got Yaw mwmbom 2,MM snmm<ammm Idgm" xs bamW IOAAmmd Ame ml arm ft ado 2017 POT arOtrafrMm Dowwrk 111amFDwle 0=-CER NenFDmcb aC00• VAL 12000012017 lirjmi7 122e2M7 Approved Cabby:a - Dann (941)4e6,0100 (lee)3164M 000.0sprr.Oft mltlwDOWAsoonhW dnMehOpganduablasoorn coMPNW ae wee Cwmcwm Mark or Use* BANdakblom gt.drarr■d e■■mllltlm AoomMlAcmt boat nlrm Ota! emidarE NN lwdagbomismam ■M 29diL Qa sewn begin t0 80D•N70 Nmrsa Nrao loped) Vsy1 Saari 01m Door 0042021 Yes Yoe Yes 14% Yolmgdmb Florida DeparWmd of Business a Ptofeesbnal Regulation Pap l a r M* g Codes and Sfrxlards imcws Product Approval Appllufim Ddd Gttdffbm gam d■La saes 20 alkbo" gm Loa MINN Endow smmd dlrrrilblam xdddmm MOM YmoMW aNAmmml mad sons Its, 1017 CMay&"v P"M OW"" Malt wMebA fnlrblt Tasari services Kk hay pfrMrw 112W2M7 081102M7 12m02017 Approved corgrr-Blew Deese (bta)77esoal 1m (613)SIOwee s•ac4eaa4rFeadbW[NW I DOWAmcendMes nmebnaatuodop.y.alm 0eapaarrr Ned" Catabolism Maas or LYaq 9WR LAon aso m uff iN 6MMOLI Lgr rags Jmm dot beowLERImilukKNibm bei scum a rsmauLm mmLg am gubmLum aid" Eonam 102 102 W6Ie PAN-0F163: 73, M MA, e4. 42, 46, 4m 48K SW Pan (MM. 250e.) DouelbOar (P7 to 167 OL21am ale Yea No +37 PWI.41 4RUT, SWT, (IM.OW, ARM, 0068 wayVOCCOolreel7e; ova Orep odor Par MANN= Sob tm mean mo dWa= Realllon 2017 ThonmTru Catporatbn cerew..- . Doom McOreelwF M1Esi Enaonbr Dow Aomnaaw ca•rpaence 6YMd: avakM,lw ROAM from a Flops Rsplobea AnhlMls«. Licwrae FbMa PraNaaicM1 In~ tins! 0 1. Th mrT1u Fbw inw and anoaver sum Ole MOM gnaw a Rmv1aM 2017 TWIwMrn Corporation OWN callow. Dom el cdoagtI * Is 6, " Door Aaeanler ooalPawNM wle Evaknaen Row *an a FbMa ReAatave Anfuled or Lbwwd FbAY P/oft" NrsM« 6ailtll3il�ins Yes! LOM 0 L NdLasut L Therm►Tru Few4*A* and BnroaUveler Florfds Dsprtrnrt of Bwklsss & Prof Balm Regulallm Bwldkp Codes oval Standards Product Approval Appk all Detall Pap 1 Nmwa ldkm go go no gum smanKAMw Idea" Ydeb6OW � ad moil mr WdtveRM Lyndon F. N' . P.E. Iben J. as*. P.E. l(VISU17 Orf17R017 IW 012017 12nMM7 Apgaove (419) 2e6.1740 PEJ3400 (813) M-ON ea%morowgomwjbrdL one glmmLAmnmee aummllalrl hommLLMAI k=d 21" aLBlbgrmm■ gloolsobalmr amen JOEIMLM Elgrtem bona b, . O e30;86gwtNw•arpod&QU tGales 12j3t2020 No Yw No MfA Co nprN Sda• Faarpbo OMO Dow par ebtarouWAIp; x oarapNaOw) tact= gall gall daeetl■ air mad OlggaoALreme mdeodrt mdeer/ hoftd nGANWO monad Orb Rick WApM Lyndon F. sduddl, P.E. par J. IW4, P.E. M341017 121132017 1MIMI? PodV FaC Approval (410)2MI740 P543400 (e13)7674ON adovOmbldpcevwaree. oars i1aY(Aeggm A■MMdirlrt AtEmMLbLJM Used from aaa■ggglo■ gtedt�oti■gm IWOCC gm2lmlAgQ Harm bleb a4M k elMA &Quotes Mymdiggt Oland 12131=21 No Yee w WA Co nsrosle Edge Pbughas N" Door OwNbv omhtq; x 0on%WNOw) Florlda DepsAmsM of Business a ProfewWrdW Regulation Fop i erl BuNdkng Codes and Standards 114w6 Product Approval Application Detall 6llYfEBt gm Boltz go Got mein sirliramr some sgmrtaLMmt mddmlJet l e dll�e/ � 6000 am" nevhlon 2017 MMbdww and Deals arsaaalisr LW ReOwb Lo"m gown M. Winn, PE Orn302017 0111MAG17 0011L1017 10I102w7 Approved 041 9, 1t 1XIMarpoors (717)386= M0014 (717)3174W suhOmbgW; BNsp Edwbr Dow AnstrinW bemironarrd.am cenpftm aeMe I Lvsktwlee Regal som a Pb M Raa* ' ArolaM a a Licwrsed FlorNa Pl00's" lar4•r agionhubohm gmdkAwo181 mmstloAN ArlmmuwAu ■Ilia Ron dl! notmamokLomhffjLmlmaatrgamddg 2mMm&lmimboa& 10101na gemloalma demos [meta a $rids 420ALUMM1m SM RrNFORCED BERM 420 ALU MM 10 )11EINFOf4=0N0 12412Ma No Yes No WA 145494ve"906gWt Fiorida DopwWwt d BuWnm a Professiatal Reguation WWkip Codes and Standards Product Approval Application DRUM Florida D"Wbrmd of B{Mkres a Pmknkm l Regulation ►w 1 on Sullft Codes and Sfandrda lmmis Product Approval Appllcation Died MINIMUM ago boarr am 1rr 2OLbaft Ill Musa MINK ■ igmam IIaelam dNMAlbm mddmdmt XdMM no a ffid■mr Among Ems RmvMN 2017 Tnwlntrn Caparison Rik wrens Lyndon F. Slsrddl P.R. Raw J. King, P.E. 10116/JM7 07112M7 MACID17 12(1MM7 Approval colaa«r mewbr Door (419) M-1740 P9 43400 (eia) 76 om tWCsagey: 8wbsbor - DOWAaaweNr rgovOMOMgosnauawr. Caetpdrnp weer Iwsrstlon Raw tm a OOm FWA@ Rmewwod Appaed sr a Dowsed FWW AObaalornel Erpswr ammiilAaftwmok garmldlrrp■p AMM dbLum Ammmdumm `d Alm Ala9 b eML200l■■ fulregbalmtlmAm alg1Q amelltlOtili no lTrer■ 14 n. Terror rn PbaCh rb se Sff4WH br ., . ' ee113" &QU*tNwAmpaangwt Oland 12131FAM No Yea No WA Cor poly rod Ferrear saves Dar (YM.beOebWp; x wnoowaow) !9 go sdr.aL gm grit 21khama Oar All Yam m magm coma amb"Lauegea some" IdWAFd Saba" a kAmn" Among Yee PAVMM 2017 ThwnwTm Corporasw Rik Wier Lyndon F. sWaOL P.R. par J.Iftpa 12I1371017 12Ma2017 12MaM7 dai AC APPP Classier IvWbr Doan (419) 2Wi?40 P94UN (613)W48M 100olsaar: 10 Mules rpoorANWMW cwpelmaMMMe EWMer wporttomo Don FbtMe RmeMwaOANMsat «a Uaaesad pbMa Pia1sealm avvewn4r gmddtAa a■Oaitlm AEMENdbLum tart glom Am LKBM b26d2md ON gaemotro.l■nam In Moe JLdmLLWR dtlmg ally■ M n. Tnwms-Tru POW4NOB b end OwdOM4 br Nwkel0UaR0 egwtNOMmpmlsegrrls; Olosed 120312021 No Yea No WA Co•posaa Sdpm F11- N1ea Door (kWA**Xk*A i; x aNdaursIM) noiori II laws lilt snot= M J■t AML&IM a Qm m lrmm mombom soars tlewELLU Eli vlm*NM Yddmd OW EW a 6homa Ammm1 saes Its all 2017 OMM &Aft Products Compry Mrk wMebaoM ..r ' Toatsi Iervicam NA, Day P&nW MAW? 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(61a)p1616N IWcoftW 800" Elderhar Door A.amnNar .NresrrSeMOrdOP•Y••o•1 lkraeam m mend: o mbatbrn Mrk a tWsi loam �mrrAml®m AOLmIdbLJM alunghKJm Iallm Rift M/ fAa■glmmmmL m Jens glmmLkm amlmm Em 37 W7 Wt•M PIVL2H61: 64A, N, 73, 76.1N0, te0, 76, s10N Pw (Gob. 26IL) 8beo•Cw (up 10 WC waa) 05010006 NO Yw No ♦30 P'8pl-n 76V, 4ne7. 4RLP, MW eWF, MBT, 48. 42.86 40, WOCCODEM74; W6 (amps Dow Par 422. e68, 0068, OD6BV, OWB, ORM AM ARUV, am, sD6N Fiodla Depr6artt of Buw us a Probes" RapAason Papa 1 a l Btddkag Codes and Standards IMWI$ Product Approval Application DataN BALM M 9/0 saaLr has go ambaim gm PM Holm ONION= Sorg An mffAlhmgp bdld" mtlelld sWMW a¢ANWO Aatmmd Yin RMabe 2017 cum" .- , ion GIMDO, ne Deb Dove UL LLC Ted swan, PE 112W1017 100262017 1211762017 Approved G4bt4nF BOwlor Doors (e41) 4e40e44 (3W) 0"4"7 eatr..raarE�aarbrooarConponMnlo davedadlooaraa0by.00 console" Wded1 CWWAAw Mak or Lie" m amilmLimemem gmdkAtmrm A®wdbLon Ali muLwim long game seal n mmulo mgm fmmmgbaiamam axes amwAL MJi Honest ev>one , WF. 707. 7T, 747. and 847 Single and Pass of Dean Finn, (Fond, and L-^W ehge and pas Of 121a12026 Yes Yes Yea WA hobo. mad doers. Flodds Deparbns(k of Swrmm a ProMsional Regulation Fqm i d l Building Codes and Standards 1112018 Product Approval AppNcadon Deball BAHO M gam smdEL des Out gmbgbg as Lim Yam Yedn Goias godU tAMb mt ow" mddme YaMW agdnmme land Yam RavWw 2017 IMVI ' landooM Brsat smiw AMWIMANhINhrel slaver M. LMd%PE 12131=7 120MM7 01174201e Approved odewr. yM diem (717)se6.3100 MalubrrMaASMONO n (71n 317-UN SWDdWr. Feed Mmnp rOffAid.am CSNPRW a Meow* CWMbg bn Mark of Users eslluko llom om dtlaa•m AmmadarJM Am oodbLom how Dom dt1 em&mUk ddm OgrrLOmramam KIM glemlgOfi somm eons■ I IN PW 73N72kM1nloleU Olen 044NMO NO Yes No .400•40 Florda Deps rknad of Bushess a Professional RegUWM Pap t at l Sutirling Codes and Standards uewe PJem goo Product Approval Applkallon DMI! Lea lee AeYm■ wvWon 2017 TMnwInu rap, a cabeoyt F - , Doom amilmm slim 16rt= go bk 202m t get Cowgft�Memebblvalwalon p *m cep ml gloat somum t go r twiNrAJbm logo" YLOdod !Woad IIGA■■d Amend am Flwda RaghbeArditl waLketMe FicnMa RaaMM =17 Will se Doss Bum Mein AvnaerkmAvdiWwa OMvenkU*KPE 011010201e 011032016 VaadWd Pmopple, ErgYnmsr e. - JAN (717)386-M MwaenbMMArOaloOw (717)317.0464 assmaLbohm t.se.eegrr IawlosrY eon bamnpenOnre.Oan Ceaplrrr wine: oersloeOw mark «tree MINA dEJOMIIaemioa 1 s.0qualformcl000kanuot, sgaOlem0004w&wat. W1 e0lodgtgdgm fuW■g1OYmY■am 1W14 Amy, ammW b�ga R�«aguotdawbGaR I W ,N pan ova Frgm Prrne TUN krdrad ohm QZ MGWO No Yes No +6wae FW4* DepaMmM of Business 3 Professional Regulation BuNdkq Codes and Standards ProductApproval Appscadon Detall SOOLK swung dmrcaug MdWWAbt RWt r"M Lyndon F. adao dt P.E. area J. Kind, P.R (41el2Ea•1740 PE43400 (413)7e74166 .. a• awn Page 1 eft tmmis des no 202MON gal YLsem1 AdEM a L&AMN ma®me Yea 101IM017 10n62017 lorlt 17 12MV1017 Approved goWk,& sm memmdb . M AMMMUK N egg bft ema■amdgm summalm Dom 11110 mumum dime BOOM GW WS aquotsllp raagwt QWW Fear term 12010021 w Yee rat WA Sb*Dow-pOsu.6 or Oubwsp Ca04weYon Florida Department of Business a Prohesbnal Repletion Susdlrp Codes and SWWwde Product Approval Application Detall Pyaldl 11001016 DAIU M mt mein mummomc WIN submAm It mdim" mtW a ace elm > � Among Yon. RevWon 2017 NYWatowe and Doan raasrneo LUM Robedo Lairs a& htuAck Pe WW32M7 WI1r2M7 06n62017 1LW003017 Approved C4ee0.1 latsM DOM (717)311"M PrA=14 (717)317.6464 IW4969W. Sabi mOrbr OerAeawesr M64gwltry"awn clangmwmmoeoe avwrew ROpdttMe FbrWO Raerma Ardiels o a Lkvenod Florida ProN10101 Elrlwn44r aAlismau ig" graotdga101 A■■wdbLum hometwAn ORION gem Yes! mWdamdlda goold ok9b am ALIM gummL wt IMram alien 4 SO= 420 ALUMMJM SOO R■WrorlM 6BM 420 AUNINte11$00 M.MPoRCED OR, iWims No Yea NO WA x0, xx NequotNNMFet FWide Deparbllarl Of Business a Professional Ragufedon Papa i d t Bulldit Codes and Standrds lmmis Product Approval AppNeadon Detall 21.211111111 MINN !anal MENNO L goom ddMWAM mm mdemum mgalld hbmY BgAaald Almm/ a" Reeser 2017 Many Mere Pnoducb Oane a ry Mark v I imrwk Teaap toWom NA, dry PlWdm 11125120117 oBma=l7 12006I2017 Approve Corpora. pfOwbr Dom (313) Ti01062 Im (613) 6104MN tubCobry: sallow 9dedor ono AaawrYs nrrubMlOalopry•Oom ce•pS•re•ik*A* OWMOMicn Mark w UYai agimawizdm gudkaoa■1al mlmwaw mE AmmutbLYm am don snt bod■YLLdgn aJg1a 1LmmLmm Belleau Ea 63 Olio W610 PAl -V la3: 1L M. 73. M IOM, 160. Mt8T, 9" Pon (M. 25",) DaibCW Wr to 16V 0802126218 No Yes No +30 PWI-W 4RSF, SWT, OW. 40.42.06.40.4a OM. OD66. win )VOCOODWI?4; WB Owapm Door Pop GOW, Gums, ORMV, ARM, ARMY, M M. 9DOW Floride DopaArtral of Busknsss A Professional Regulation Pap l a r Su" Codes and Standards lmmis Product Approval Application DOd aM74@6 i sores NIOra go tilt aatemma gm mt Iowa tram■■[ gntrt subuckmma idgem m mdtmm bloc agAmmml AMINO Yea RevMol 2017 M I Ma" se Doors grew smiw Amwbw AvparWal sbew r u nce. PE 1226017 12N30017 Vadobd ca qw. V'* A. 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