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HomeMy WebLinkAbout39615 Dawson Chase Dr3 � � ( 5— Do—�, 6`K, 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 AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air S3 DETAILS S4 DETAILS ABV or Abv. Above FLR or Fir. Floor RAG or Rag. Return Air Grill AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed S5 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle SS RETROFIT DETAILS AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT, Alternate FRT Front REINF Reinforcing D1 SECTIONS & DETAILS Be Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required WP WATERPROOFING DETAILS BF B'tfold Door FTG or Ftg. Footing RM or Rm. Room PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh BookSheif GALV or Galv. Galvanized RND or Rnd. Round BLK or BILK. Block GC or G.C. General Contractor RO or R.O. Rough Opening PA1.1 PRODUCT APPROVAL NUMBERS BLW or BLW. Below GFI or G.F.I. Ground Fault Interrupter RS or R/S or R&S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GT or G.T. Girder Truss SD or SD. Smoke Detector BOT or Bot. Bottom GYP BD or Gyp. Bd. Gypsum Board SQ FT or SF or S.F. Square Foot (feet) BP or B.P. Bypass (door) HB Hose Bibb SGD Sliding Glass Door PA1.3 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HDR or Hdr. Header SH or Sh. Shelves C Carpet HGT or Hgt. Height SHWR or Shwr. Shower CAB Cabinet HH or H.H. Hand Held (plumbing faucet) SHT Sheet CIR or Cir. Circle HORIZ Horizontal St. or S.L. Side Lights CJ or C/J Control Joint HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CLG or Cig. Ceiling ILO In Lieu Of SPECS or SPECS. Specifications CMU Concrete Masonry Unit INSUL or Insul. Insulation SQ or Sq. Square COFF or Coff. Coffered or Tray Ceiling INT or Int. Interior STO Storage COL or Col. Column KIWALL or KIWall Kneewall SW or S.W. Shear Wall COMM or Comm. Community COMP or Comp. Compressor KS or K.S. Knee Space LALauri. Laundry SYP or S.Y.P. TB Southern Yellow Pine Towel Bar ❑ CONN or CONN. Connection or Lay. Lavatory LAV or TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear THIKN o Thicken 'EIDE] D or D. Dryer LL Lintel Length TOB or T.O.B.O.BTop of Block 0 FE 11 F71 Ll DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAT Management (room) TOP or T.O.P. Top of Plate DCF Decorative Cemenfitious Finish MAS or Mas. Masonry TP Toilet Paper Holder DEC or Dec. Decorative MAX or Max Maximum TR Towel Ring DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom Window EA E MFDD 1:11F71FE11 DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical1 I DISP or Disp. Disposal MW or MICRO or Micro. Microwave UC or u.c. Under Counter 3 DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack ML or M.L. Microlam V or v. Valve (shower or tub/shower) DTL Detail MONO or Mono Monolithic VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical oOVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical PIED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) oNo ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor 'n EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood EXT or Ext. Exterior PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PLF Pounds per linear foot WH or W. H. Water Heater FBC Florida Building Code PLT HT or Pit. Ht, Plate Height WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) rn 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 WWF Welded Wire Fabric (Mesh) 2 FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room N REVISIONS 0 J LO 08-20-15 1.0 NEW BASE PLAN I 00 It 12-8-15 2.0 ADDED VAULT. CLG. c 12-28-17 3.0 2017 FBC UPDATES v MEAN ROOF 15 FT. HIGH TYPICAL o 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL °° FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID 1 2 FOR 12 MONTHS AFTER THE DATE IT eg IS 51GNED AND SEALED OR WHILE CURRENT CODE IS VALID = / CODES FLORIDA L UILDING CODEpREVAll11VG 1VATIONAL IrLECiRr MODE+ Y CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. ®�IiNCES "� HILLS 0 SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. U REV11�w 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 WITYQp Zep _ "?� Cl-'i�`�r i 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 j the commencement of any work. The Designer/Engineer are not 00 responsible for any plan errors, omissions,or misinterpretations N undetected and not reported to the Designer / Engineer prior to M construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without w advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 0 1 Z ch _ o zC) z J t� z V) C9 w (DM0 4—J 0 wLn 'm i V 22y co o0 m W ® ~ 04 N co N CoO M 04 Q � O U C2, o 5 o 0 ¢ rn LO 41 rn¢ ci AlI BID. N _ N� =J{ Cn fAO M O '� ONO Z W Mzgz H, z M � a LUdi yam. a w m ,o. a -gW LL Ck =, FA.; Z 0 (i) C "S < Z ono !mom N w �� �a�ILL 1 �p W N o o 1 A v`• �w sEtCGtro '\Cl I` ES To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o W Za W¢0�� oo Z ,u .5Z 00 a� � 0. / \ � W O { lJ N Co LU Z 7 ^� {i = Z Z � CZL t.0 iE 57 r., > 0 J < UUJ = �oloo to A W< Z 2 @ J r1 W z LL] � Z 9 z o $�o Z 000 90 � g LU z <Q o SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. C S v v s cp O 00 L0 I rn v "v 0 Z. 00 0 6 CD r- 29'-8" L 15'-10 CV rn bo HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 j X 25 S.H. 13 20 X 38 j 18 4 X 371 S.H. 14 211 18 J X 50 S.H. 15 20X63 18JX624 S.H. 16 20X72 18JX714 S.H. 432 27 1/4 X 26 26 X 25 S.H. J 33 271/4 X 38 j N/A S.H. 434 27 4 X 50 i N/A S.H. J 33 N/A 26 x 37 S.H. j 34 N/A 26 x 50 S.H. 435 27 4 X 63 26 X 62 1/2 S.H. J 36 27 J X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 J X 25 1/2 S.H. 23 37'J X 38 i 36 j X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 j X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 i S.M. 33 54 X 38 j 52 J X 37 j S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 jZ X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. t'Pnprni Nnta_Q 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" (-A+29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 +28.3 / -36.4 �E +26.6 / -28.0 +26.6 / -32.2 OG SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "Al" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) U V z Z C> z Q a 0 to CD � cry •i-� w iQ p °O w0 m �V) U oa m N L.I.J ~ >T COM C cc (M 0 o00 �" U o 0 Y fz Q M �Qv a Q d B D. N,C B D C V O N � � W �_Nm�z Z_ Lu z° U F- J -i C izj �u-o.�, W N `c� a-ELL.`t W A ja Z Q �¢ a o }o�_ A LL LL � �`► Q 1 �O�PJ to U Q� ' �\ �TO ��� •„ Cod r �0 R O F EtSS��o`�°�' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNARI 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oa ;Q za <¢ uj<dX Uz80 z W Q Q z wz z Lu aw0to o J Lu mLu Q �- z s- Q� /1 } o z z z O �3 LLLL O CI' CJ� Lu �X U = > 9 o J Xo� Om ..;....... og a I'a_� ww¢ Q¢£� �6�2 z Z LU rl Ln LU a�iF-. aw�S ¢ z o W Q X zo 00 Z � ,0 c/� On W z 2 4f +--1 a to o SCALE : AS NOTED DATE : 3/15/2018 TECH: M]AMES VERSION N0. 4n0 SHEET NO. 1.0 b A 2'-$4 . MIRROR V p za — O z1.0 z Q a CU 9 d' HEEL 12 5 i — — N 12 �5 T.O.M. HDR HGT. ---- ----- i� �i ---- TEXTURED O CEMENTICIOUS FINISH ON C.M.U. 60 °O (TYP.) b F.FL. J -----------1-------------------- 12 7�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1'-Off --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 4 ----�/--- 11 F1 -1 F71 E E I FE] 0 IF: I E FRONT ELEVATION - Al f I SCALE: 1 /4"= V-0" 1711 S 0 c a> 14'-0" RIDGE VENT co 12 0 0 5 0 15'-0" RIDGE VENT LO 12 3 TAB SHINGLES. ROOF 5� A INSTALLED AS PER MANUF. �77— — -- SPECIFICATIONS Ieof — — — — T.O.M. a HDR HGT. n 6" FASCIA e A (TYP) a 2'-0„ CEMENT CIOUS °Q �o FINISH ON C.M.U. co i (TYP.) t.Z 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 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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN`* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/ UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT. U' r z_o z° z� <C a V ) z V) ( �--� W �V — OW C) m N W `- C C7 fl M S N () Q .O N Y"00 Q Co 6 W-00 0 u�&v rn Q o B D® N -COY ` t •,,� N N o m NN O O N S U)ZF5 wz a fill ��'-o.2 W w WEms. W ¢ .� LL w Q ` M N�'� r J • �JUA 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 i Tampa, FL 33607 www.LennarTampa.com Z w� za U) EF w¢�� z oo�X =zz J` w C'� J Q 0, A 8 ¢ _J L. ^ Li LU z z }o fz LU Z 0 N U O U _ T� < oho O�0 ZT�f Z��� (.L Z Z Z Po�0 LIJ ram-{ W Q iJJ � Z U z � o z 00 � z� co ' 00 z g w = rn T-q a V o SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 3.1 r a 00 - rune — 1'-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� 15'-0" RIDGE VENT 12 �5 EXTENDED OVERHANG TO BE CENTERED - ON DOOR 14'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 REAR ELEVATION - Al T.O.M. --- - - -- HDR HGT. -4-4, - - - - - - - - - - - - - - - - -------------------------- ----------------------- — —-------- TEXTURED CEMENTICIOUS TEXTURED CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 2'-0" (TYP.) (TYP.) F.FL - RIGHT 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/ port►and cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1 /300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN'"' (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT. 7 �ry 4 1 z_o z° z� a z to Ut W w DU �_ Q — O W � T o �V) U mo0 W F— E �M M Z O _ o U �o ¢Co ��oD 03fl-o Lo2L71 m Q d E D® N - -Jl �N�Z Z W � z U) 1••• o w a N o. Q W y `r °~ w Z V a a oy •'/ '7'�� Q �\ N f7 •• Q' f • \S E� '°•• - r SENG.0 z r •°, /"Banliliil0\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0o Wo z d z �F Wz8'0o /� 0 zo Z u, �-zz ul W apu�u- "�Lo LU z LU z 18 1 C)_ �./ C/) 14 F3 T�ILI r'r o WwA C �°ce. 0 z Ic ¢ogQ Z z r-i oLL0 C),2 J di Q diR<z 2:�0< z $ z 00 r-i Lr) z z a w o CID 0 00 g UJ _ uj SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 3.2 2" 1n 2" *NOTE: 10 VARIES 1'-10" 1z" CAP : T CAP - CV iV FOAM TO BE USED 1" RADIUS 7h ONLY WHEN REQUIRED BY : 1/2" RADIUS 3 1/2" RADIUS ��� iv oo COMMUNITY SPECS. IF NOT, ���� DETAIL TO BE OPENING VARIES 2" �21 �^ N 3/4" RADIUS a 1'-5-" a Ala � v BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF ill-4" VARIES 1" OPENING VARIES 1'_4" 0 2221 VARIES 14 M T 12 VARIES —IN 1 1/2" RADIUS T 3� 4' 4 42 Mlv L2" L 2 1/2" RADIUS - LO r *42) l VARIES3i"3" CJ 1" 1" BASE CD z" 2' BASE 4" 4"1'-8" � • 1� "NOTE: VARIES 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" : �N 1 _6 1" 1'-4" 1" ;- DETAIL TO BE 2' ~_— ra BUILT W/ STUCCO. 2" EDGE OPENING 6 �. T 1-1/2" THICK 1-1/2" THICK 0 4" 101, N 21 4 � 10" 6" N 1� T T LF 4" 2 N 2" 4., 3„ 2 2. iv Or_ M rn 1-1/2" THICK 32' a 24' "�O x =1�r M 2,-4„ 1'-10" �t 52 1'-5 52 1 '_4" 3. > N _ (0 51 , a _ IN 01 cV r, 4 1 12 O, VARIES I VARIES In � 2 —'�- w 2Z , W r > a • VARIES VARIES t>= ti 8" 32' I ��,, Q�' r t— cooc --------- riV iV i pp 6" 4" V KEYSTONE F11 0 OPTIONAL KEYSTONE F11 00 OPTIONAL y4"4 ip 1 441„ to � R4 r„ d. 1 z 4" GARAGE DR. OPENING 4" 4" 4" WINDOW OPENING i Cl) NOTE: • INSTALL OVER STONE, TYP. VARI • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS c ACCEPTED NONE TO HAVE TRADITIONAL LOOK & FINISH 14 1'-64" 14, 12" 2' 1 1 SMOOTH • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-1 54" T-8" 7" cL 1" 4" 3'-0" 4" i 0" 1-4- " 10 E z r2" co - cV . i 03 W 1" 0 - iV M A o U ' CV I U N - - 00 O • M M r 2 N 1„ � rM GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH IiJ C9Lo zC3 0 z� z Q a V) (9 �✓ Cn w O LU r ♦~ ^ TIM N (— vI=N C) �� M W aimf — E a)M rn ch N � M Z NO t"00 U �o Wno Q rn CL `r M Q Ci B D® N C H D C � O N Z Lu "8= Fi' z I— � � a u� S - u5 w QdmLL� � a W V Z p o � yM E m � rn >(p Z{// 1JL IL Q N Q Q o ) < o Li U WWW.FDSENG.COM 0 N O M ti O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz R Ln �a f� w < 3� UZO zw¢� �ozz a Q W� m�— Lu L CL zzn 0 Y U z 5 4 3: 0 O O Ja U Z c W �2E C,o 2:5 o w �ooR, N A '- < ` '- ¢¢x Uj So;o z !� a � t= J r�-1 LU diz ¢ o N 0 0 ¢ z ' K z � z ado m 00 Z � = Jz a x � ,--I a U0 o SCALE : AS NOTED DATE : 3/15/2018 TECH: MIAMES VERSION NO. 4s0 SHEEP' NO. F1 r aci v z g N 00 Q UO rb a 00 4) E N w ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 #14 copper to %hts & outlets NEMA t 200 AMP 10 #12 copper to 20 amp ckts 10 #10-2 cropper to W H #10-3 copper to Dryer METER MAIN O210 or 4/0 SER Alu 200 amp IT 150 amp POWER CO. FEED---_ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 -53 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. 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 6. 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ,Qt EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _a ELECTRIC PANEL —jill DISCONNECT SWITCH SPEAKER (OPTIONAL) ^®^ l ROUGH -IN FOR OPT. CEILING FAN V J �7 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN (9�) (1) PHONE LINE, (1) DATA PORT H.B.WP GFI DISC. UCL/t",/-%1 I-" r1Gl.iGr rYtI1LL FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH Qr rn MCM MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" r ,i r Z M — o z�z Q d u) z cn w �o �V — O w E U 4 0 W p aim N M G� M M _ ai U 00c:' w"-ib 0 Q or Y n 01 Q d B D® N~c =J4 N N CJ M � 7; W 00Spa Z � � z rM o o Z U) �. LU w LU p L 113 IO H3E d¢ LLZ W � NQM'L � A O CD U O WWW.FDSENG.COM Ii ❑ 00 0 N 0 M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. Len narTam axom Z Z< �aOZE z �F a: OQoo z� .mow Q aOR Ow u- C)U N Z LZ" o a U aZ �Z Z `.J Lid J "C: L U O �_ � Cr_�W Z U O o0Z Ja z Uoc t OPZ 3 Q ~°o u-0 Z Z ri Woo r���Z <' LU La, Uj Lti w Q W Q Z ¢zo g¢u.10 �QZ (V 00 Z tu Z� Cal Ln f ` = J a in o SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 4.0 Q LO I DD ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. fZi7�7�J�e�� SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O, • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES' ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 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 M —o ZCO z w �U — O LU E �N U I- m N W E "__'Yi N co oCl) s �? `wo o 00 � i'r" U C oaoo 03 f� to -& o rnQ d B D® N -C� Q N v 00 Z Lu MNQ : tz' z U) o W W a'w E W v¢aLL.�� `,Q a ra4_RI ca .CO ❑ t� w < O� <* yle 10 % To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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 Z W za ¢ w0�X �zo0 z uJ g U. O�-o w A '�\ U w N L Ln �3 0 Q w � U = J^ 1J.. I O0O 1 L) 0- J:.. O Xo� �z0 O <z� w�¢ LU aI Q Q W< F.' Z 7 2 g!&0i W �! Q W Q z ¢�Z� 8 0 z N 00 Lr) � Z � a Z 00 rn 0o z g s R LU SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 5.0 V-6" U-75„ 6,4$„ 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2$" 7, 1$„ TYP @ 1 STORY U.N.O. A S3 H.B. , r--------------F— --- :: o -- o ----------r: — ---BUILDER TO co 4'-0" 12'-1" W.H. PROVIDE APPLIANCE O 2 #5 REBAR O p�_p�= I :: :: (: I PROTECTION WHEREQUIRED I VERTICALS w/ in ■' I (: FILLED CELL :: PER 35`4' 20'-6" 3-1/2" MIN 3000 PSI CONC.N 00 I SLAB FOR HERNANDO r I I: K N I J COUNTY ONLY S3 3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 MIL VISQUEEN Z-7434'-9" 4'-10" VAPOR BARRIER — CJ •GJ — CJ Eo M 5-3 1'-10 T-6" - O I N — — _ — — ------------------------- o M M 2'-6"x2'-6"X1'-O" FTG G I W/ (3) #5 E.W. S3 �._ _._.� �T 3'-5" SLOPE, T-1" I REBAR ■ • I Ala • • ' T x 2 I -1 I AHU I VERTICALS w/ in W/O # 5'S E.W. TYP @ 1 STORY U.N.O. A / K CC S3 ici FILLED CELL ( _ co CJ y / ....... . ... ..—......—.. ..—..... o ..._....... io 25-1047z„ —'-58,,,........ 1s a ■■ 4'4" 00 2'-6"x2'-6"X1'-0—TG W/ (3) #5E.W. f-4" I L o INDICATES FILLED CELL w/ 3000 PSI I I 1 „ �, CONC. GROUT FROM FT. TO BEAM / / PROVIDE x FRT. W/ (1) #5 REBAR VERT ABOVE SLAB RECESS FOR FDOOR SLOPES ( I S3 d rn TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC.I PAVER T BE 4" 4'-0" 4'-4" 4'-6" ' I HOOKED FTG. DOWELS 5" EMBED / / BASED ON ®0'-0" BELOW FIN. FLR. ■ : ■ ■ W/ 25" EXT. ABOVE SLAB "GRADE 40 I �' LOCATION I • • ....... .... .. ..........:::: ' ..... / ::. ; : ; .... ::: ::: STEEL" /�/ ::::::: .... _ ........ ........ 7-7--------� 4'-0,= 16'-10" 10'-104 ra STEPS AS / / I PROVIDE 1 Y2" RECESS REQUIRED PER FIELD ( FOR SGD. REFER TO / KITCHEN ISLAND :: MASON'S SLOPE FOR " OPT. ; •' :::: ; ........... "" ' "' ' LOW WALLS iC11 " ' •' •.::: • ' CONDITIONS WIDTH / ii/CJ ----- —� REF.I CJ CJ i — — F _ — I / %/ — i�----� — -- — CHASE TOI ND ° I I t I TYP @1 STORY U.N.O. :: D.W. ° ° '*; DO • ' i�l ,- I I I I I , Ii I A 00 LL_ — J— :: III eo -- / / SINK t DISP -31/2 „ / / I P,„ � I •■ 41 / .. .• III I • t y CD '---------- "0" -- I---------- �--- I-----------�- f' — ---—........................ o------j :.................. .................------- ..... TYP @ 1 STORY H.B. U.N.O. 3 -4„ L V 8„ 1, 3'-28„ 1. 6-0" L 5'-0" L 5'-1 2 2'-1 M" I. 5'-11 a, I. s'-w I R.-All i FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 113 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN Uj CONTROL JOINT DETAIL SCALE: NITS #5 CONT REINF. SEE . , • r_ FND. FOR QUANTITY #5 X 25" X 25" CORNER �•' ' ' �' �'' BAR ONE FOR EA. HORIZ. REBAR, TYP. '•. , ,r . „ U.N.O. . , •- ' "Alternate: •; r The reinf. bars shall be •. • •. • •. • • °, ��: ,. .•��: ,. r rr. ,. err. ,. • ♦�. ,. r ♦�. cont. around corner by cold bending the bar w/ min. bar lap ofi25". TYP. CORNER BAR DETAIL SCALE: NTS II _ d , __. t�LO Z Q0 2 z E3 V) C0 low w Qw t— i� t/) = o ci o � m N _ E WINM- O N"ma. M = gi p p NO - 00 _ -00 Q. Cn 0 rn <t d BID. N �D O M C" W U) CLU ii i/ tL O W v aw 10 z 0 LL \7-. ••, SE • .,fi r—I` W F G.CO = d • � : tu f� iy f Vf rse •• '^_ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings complywith the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com � z "o � F Wa`�'ir oo °Q �z• ` Lu Ce U 2 Z rsowz ^J LL ag� z � 2 /• 0 �o Q z CL f -- < o z zz I-- �z � z 0 z O � �' W U _ cr) 0 Z z o 0 a u r- N z<za ui W � Lu Q z oo 2 LL 57 LU Q -z 2 0 N 00 '� d z zQz z co �n z �, = In 0 g rn T-4 a- V) s SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION N0. 4n0 SHEET NO. 6.0 (2) A 2 A S3 TO U U CJ 1 CJ 1 M to ,n c� CJ3 CJ3 :: ; CJ5 CJ5 EJ7 " EJ7 A EJ7 EJ7 S3 EJ7 :; EJ7 I (2) X —� ' ool EJ7 :: ... ... ... ! 1 EJ7 ....... Ir rlil ir.: :::: r r EJ7A 1 1 EJ7 A ... r 1 1 :. ... r t EJ7A EJ7 EJ7A I.. ERA .. ... .... .. ... .... .'.'.' .... .' P. (2 EJ7A X a EJ7A EJ7A 0 o J7R ' 7 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS EJ7B 1. (2) 12d TOENAILS EACH SIDE OF FLOOR �° EJ76 TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. r CJ5B CJ3A .. ' N J A ¢ U M f� I.[) M r O fV rt LU a a a ¢ Q a ¢ m U L) U ¢ ¢ ¢ ¢ Q Q ¢ ¢ ¢ ¢ ¢ ¢ m IT (2) (2) (2) c A S3 q A W -0 i G Q N 0 o. E N 0 L 0 c 0 i 'a N M ROOF FRAMING PLAN W SCALE: %4"=1'-0►r jm UPLIFT CONNECTION CROSS-REFERENCE a,rs,ra MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. (� 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. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10- 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RTi 6A 1380 1160 9-10d X 1 1!2"& 11 Z M — o Z Z a. !� Z t!i t9 cry U O W C-i to co o I��II�yI1lII11i11VIlYy��ll.I� �_11L �',_IYY IuIL t1i111f 'WIu.IW!1 WW11'II�LIlWI1�W111Wa iW11�II1 lYVl�(' IIJ�It�l11J11 WW�11lW �I r1�IM■IUI�IYI�NY�i1�6LY11�.1. 1....:� ,JY d41111.16 IU slucllwu- el Q 00 C 0 Cn w GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 174" and longer with a nominal height of 8" meet or exceed Ul80. 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 / . O Sae vertical load Safe horizontal load -\ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF4OOB/1T 8F321B/1T FORM do GRQUT SOLID r. -1 ry (V O U J5 BAR CON). 8F12-1 B/1 T O W" LINTEL DETAIL SCALE = N.T.S. �IWOj TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 6F16- B/1T F 00 Lb tNOMINAI. QUANTITY OF T WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT .I MATERIALS cTf' precast = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CM U) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR .(1)RETTOP MIN. (1) Q'D CLEAR ALTERNATE POWERS STEEL LINTEL n 0 d ° G a . M.U. #5 REBAR AT TOP W a° n MIN. (1) REQ'D ° 4 1-1/2" CLEAR 2 ° C e ° Z GROUT D D ° J = vt - F Q L ° n 5 REBAR AT = - w w _ a ° O BOTTOM OF , ui z w OF o LINTEL CAVITY o V \ n -BOTTOM o¢ U O Z v REINFORCING ¢ < c7 :I t-` - 7-5/8"ACTUAL PROVIDED IN Z o w ,f, D D 8" NOMINAL WIDTH LINTEL F w a #5 REBAR AT BOTTC AS INDICATED (VARIES) U) U-) ¢ o. Q o o LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to 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 plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN SCALE: %4'=1'-0" Z M - o Z Z Q Cl- U) z Ln 0 � w �o Ow N �t3 rJ0 CN CN ly E '- S m M cn marl) _ U O o a u- 00 C m m . o- o Q rn v Qv M Q o N N N 'N Utw)8D IS Cc ON U) � W aNLL�� WW a7 u d o •- rn m O c C-4 LL U V FPS \\`_ •• cG < ego O� • '� ° •' Is F. Lo •'o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.Lennaffampaxom OZ za< FF Lu<WX 4 800 5L1 0ce 81 Z Z Q' � J OLUIto U W tIt N L FLn L' Z Z D(3) .0 O = Q J UJ J W g � V Lu Z 0 - Ns w ly < d- <<LLI� o�o 0Iu 0 Z Z r-i 2 �` a 2 L; JLn W W Q 2: Q Z <ZL, 0<< �aZ N 00 Z 0 CIO l�f) Z UJ Z rn ,- 4 a cn s SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. 8.0 IIV, �2 CD -0 CD I C ER, 00 E 00 M - - - - - - - I 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-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 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 ± 2 INCHES (914 ± 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 Y2 INCHES (38 IMM) 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. SPECIFICATIONS 1. CONSTRUCTION: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN-, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1,7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TVIS 402-16 & ACI 530.1-13, ASCE 6[TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1-10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40PSF 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE 'C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2,4.2, NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 I A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3- C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Y2" GROUT FILLED MASONRY: y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2, CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1 " MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8"AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 31/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 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 11 NON -MOISTURE CONTROLLED. 4.3,3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 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: 4.4.11. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32"EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4,4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4� 4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSIrrPI 1-2007, BCSI 4.4,8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8' OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8"THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703,7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTIA 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'J'BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) FC 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 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 3116", 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 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 FBC-R R318.1 - "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least T-Y'away from the building side walls. 3. Irrigationts ,Trinkler systems including all risers and E spray hea s shall not be installed within V-0" of the building side wall. 4. FBC-R R3118.7- To provide for inspection for termite infestation between wall covering and final earth grade shall not be less than 6 inc�es. Exception: Paint or deoorabve cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra S, etc., shall be made with permanent metal or plastic forms. Permanent forms must ge of a size and depth that will eliminate the disturbance of soil after the initial treatment, 8, FBC-R R318,14 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs befdre vapor retarder placement, retreatment is required. 9. F'C-IR531861 5d-bC nrcretxtery rpoLff and mortar along the foundation perimeter em ie e7o e e ie must or soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-1)" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the buildinq department b a licensed pest control company before a certificate of occupancy will be issued. T�e certificate of compliance shall state: "The building has received a pqmplete 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 = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESS IONALS'S HOP 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND *811 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 Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 !P CD C, U) - Q) LU 0 Li-i Z:) E 0 Co C14 LU 8 winE a) C0 0 0 LL_ 00 0 (a C0 -C4, C, 0 M Lo ..T M 6 A N-C B�D-C s Z LU 1="_ 0 U) C, Z W LU `� (Li LU �-, -E Z O-S QD Za) E S LL �E_ La"S C, 'C") S E ��N zF NIP, F L 0 FES \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 seat is only for the structural engineering poffions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z LU Z Z < LLJ < C� X U r- 4 8 (0 0 C a4 Z LU U 0 Uj Z 0 Lu EUL CW,o < C/) U � 04 co �i @ un cy Uj Z Z I - 0 2: U 0 Z Z Z Z -u -0 < 0 U 9 0, Zo �U_ �e X -0 M 0 cf) Z 0< Z5 < :7 T-j C-YR LU LU In Lij < Lij Z ��-8 U Uj LLJ 00 Z tu- < RZ 0 Lr) Z Uj 9 Z LU T__1 I CL (f) SCALE AS NOTED DATE: 3/15/2018 TECH: MIAMES VERSION No' 4n0 SHEET NO. SN I U ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE LU — 15/32" CDX _J M PLYWOOD OR < 7/16" OSB \-RIDGE LINE 140 MPH (U103 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 I —FOR 8d RING SHANK NAILS 0.1 13X 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 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. . . . . . . . . . . . .. \ . . . . . . . . . . . . . . + + . . . . . . . . . . . . . . . . . . . . . . . + + . . . . . . . . . . ... . . . . . . . . . . . . . . + + F . . . + + + + + + + + + . . . + + + + . . . + + * + + + + + + 1-011 (TY '4' (TYP.) 6'-0" +/ 6'4- + + —7 + 4 + + + + * + + + + + + + + + + + + + 4 + . . + . . + + + + + + + + . . . . . . + + + + + + + + +7++++++++ + 9 . . . . . . . . . . . . +_ + + 4 . . . . + + . . . . . . . . . . . . . + + 4- � + +++K\\++++++ . . . 4- 4- r + I Backer and Filler Block Dimensions BCAJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2 x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap - -_1 FILL CELL STD. 90* HOOK BOND BEAM F _T U) LU < STD. 90' CONT. #5 CONT. #5 > BAR BAR HOOK "LL "LL L STD6 90. H. K #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT, BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION "I TJ I TO BE CUT TO ALLOW Ablock FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid all posts from Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8"min. 2" min, Small 2" max gap " . 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PIywood1OSB web stiffener 2" min. Place joists together and nail from each side with 2 rows of 1 Od nails 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible, Stagger rows from opposite required when indicated or 4" max. 16 6- - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. AEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher thm 15001h SQUASH BLOCKS AT INTERIOR BEARING Z > Verfical load transfer =1 900 pif max along load bearing wall. a) Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration, Check _f local building k1/16" code for appropriate ;2; details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 1 01-01f at bearing. 00 7-1 TANK -LESS W/H CORNER OF HOME 9 GARAGE SIDE ze a (D :i� 00 LO !,;Z, [ 00 E 0 L H C G 000 U) 51-011 STUB -OUT FOR 9 LO GAS METER 0 - 0 0 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-61 (2) 16d TOENAILS 2" X 6" @ 16- O.C. 101 -811 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-9-1 (3) 16d TOENAILS 2- X 10" @ 16" O.C. 16-5-1 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2- X 12" @ 16" O.C. 191-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 61-111 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8v-611 (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2 X 12" @ 24" O.C. 15-411 (1) SIMPSON HTS20 OR (3)16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q�� Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRIG. WALL vw� MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D ld (see table below) DO NOT cut, notch I or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam bel(yw.* Use 1 Odx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. SEE A ROUND HOLE MAY 2 DO NOT CUT HOLES I i 6' 6' BE CUT ANYWHERE IN LARGER THAN CANTILEVER THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES EATER THAN MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GR 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 CENTERILINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearing Location — Series Depth End Intermediate BCI 50OOsP 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BCl 6000so BCI 6500SO 9-1 /2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 900 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d " 16d 6-16d SIMPSC w/ (22) NAILS I 5/81 THRU BOLT SIMPSC w/ (22) - NAILS I RTRUSS DIP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL - TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION Joist When Joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset E up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Jo A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) - = I= Nail with 10- 1 Od nails. ristall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR-,-' 4 FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs, Install tight to top flange. 1/4"-2" gap—zzz-_� 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 depth D I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HETAL INSTALLATION MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A 0 (WHEN SIMPSON H10A 0 REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS 10A X 1 1 /2' UPLIFT= 1015#1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 1r-M-r-1r% A 1 -1-1 fr%1 1 r-k lr% TOP (2) #5's X 41-011- PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION I 1: L A .4 A 'A A A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x T-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE A . A-4 4 A .1 A . SEE FND. PLN. SIZE & REINF. (D !9 Z7 cn — C) (0 11L M U) C:V) (D (1) C-41 a) Lu 0 LU (,n 0:� V) E� E ill § ru U 9 6 co LU E 8 all a, �! 'm c3 C M Cn .0 c) .1 0) 04 �2 c:> 0 ,2, 1 - .1 U_ 00 :5 - co 0 M -1d F:1 < 0 U5 CL C:) 0 < AI 8D. N C B D C 0 0 U) N, U) U C? UA LU �'ZD E a z 0 —. . C� 40 &An CP - 0 U. i 1%.1 11 p N ....6 `Z` " E T 120 --J kJ 1:t, .1 < % 0 FES5X0 -N Z 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 g LU < U480 z Lu U < 5H a z U Lu C-4 5 �i @ U) LLJ 1- uJ 0 �p CL F 8. 2: 0 z 2: <_0 2: 0 z < LU U C) Zo �e — 0 OR 0< C/) z < < C-) z z U_ U-1 Lr) di 5' Lij 2: < 19U < z UO l� �� U � r- < OR C14 00 < z < T__I z C) Ln n z 10 co 0 Lr) 06 Z :5 UJ < UJ T__I 0- - I Ln _rn SCALE AS NOTED DATE 3/15/2018 TECH: MIAMES VERSION NO 4nO SHEET NO. SN 1 I I _1v1F_ 7/1r —,V)— 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF � „ „ „ 5/8"OR 1/2" HIGH STRENGTH „ (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. wf (2)12d TOE NAILS BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O M EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) 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 It SIMPSON S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT, FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'4% (2) ROWS 2x BLOCKING L INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 112"x12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @BOUNDARIES, 6" O.C. @ @ 24" 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND r (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE . 7q`'' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" OIL INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS :21- 4 6 x 6 W1.4 x W1.4 a A.F.F. O.C.) WWF OR FIBERMESH \ WWF OR FIBERMESH �31/2"MIN. I �31/2" MtN. a 4 ELEV. -0'-31/2" z 3 ° ° A.F.F. o ° I�=III 1/2" min. -4" ° a a ° ° ° a 2x4 CONT. ° U_ b 1 • „ ° ° g.a a ° ° I= I=1 11131/2 1/2"(min 00 `„ 31/2"(min. - 4" I_LI—I I I� �I LI I FLU 31/2 (m n) - 4" =f I I-� ° •. —T I I �,I II GARAGE DEPTH VARIES I I I I -� I III °° l l— T I I r,I I l 111111111�I I I l i TT�L ' ' I l— I:. I, I l f, l t,11 fl 1�f 11 (2) #5 CONT. 4" 1'4" 8" (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP (`,_B� TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 GV PGS A\0SS ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ��N���o s SCREWS @ 7" O.C. SHEET 2x STUD �o�N 1 ROW 2x BLOCKING MI CEILING & 8" O.C. WALLS LOAD HEARING OR INSULATION PER FBC AND ENERGY co O @ D HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT �' NOTE: FOR WALL HGT. s 8'-6". (2) 8"x8"X16" KNOCK -OUT 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD O °� SEE SECTION C/S3 FOR FOR WALL HGT, > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 1 8" C.M,U. TYPICAL 5/8"x6" "J" BOLTS BOLT (0)10d NAILS 5/8"DIA. EXPANSION BOLT 24 " O.C. NAILER BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK @ IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE STD. 90-HOOK (SEE DETAIL) ( W/ 7" EMBEDMENT (MIN. SHEAR 5/8" x 6"EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 3500# MIN. TENSION 2600#) _711 TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ;_ SIMPSON SP1 #5 REINFORCING J BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY FIBERMESH iv Y w/ (10)10d NAILS N WEEP SCREED INSTALLED BAR � END OF 2" x PLATE WWF OR FIBERMESH TYP, 2x P.T. PLATE Uj o ARCHITECTURAL r PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o ' ° M ' FINISH ASSUMED FINISHED 1x2 PT WD FURRING @ 24" O.C. ' ` GRADE �, ' ' ' z #3 8t #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a _ _ m a _ _ z " GRADE 60 MIN. Fy= 60ksil J I I I=III=1 c• I I—Ih o MONO OR STEMWALL - FINISH GRADE [ a (1) #5 VERT. IN FILL z coM — n 25" MIN. LAP [30"MIN. LAP] I- 1/2" GYPSUM WALLBOARD ° - b CELLS (SEE FOOTING MONO SHOWN 't'=1 I I=1 I I — W ' i ;,I I1=I I f I I—� ° ' ° • III I =IL —I I Ii U.N.O. o p � p,: ° _ -- FOUNDATION PLAN FOR CLARITY o ° - _ - - _ 6 MIL VAPOR BARRIER �-� ° 11= ION I N I I— -- R 1 7/8" `� 11= I I=1 I==M=_ I— I (i—I�1=1I I=�L� #5 REINFORCING BAR —tll s FOR LOCATIONS) p p P ° o I—III-III-1 11=III—III=1 �; _ N z L=T � I —I I 11 I —I 1 1�- 1x4 P.T. BASE NAILER ° III=III=III III=III= I I- ? , ! I I ' ' I rl 1=1 I i=1 I I —III- r #5 LAP SPLICE (2) #5 CONT. -III-1 I-1 I , , , I, , , I I- 4"x4" INSPECTION o° I—III=III—III=III=III=1 I II II=III=111_ �I r NOTE: ° — — — — - I I I i ' 11=111 i 1—L=T 36" MIN. LAP [36"MIN. LAP] ON 3 HAIR II 31/4" BASEBOARD PORT AT EACH g III=1 =) =I I I= I I —III- N - o (TYP )C S 8 1-4 8 *FOR BEARING WALL ,- COMP. SOIL. (COMPACTED TO _ _ _ FILLED CELL TYPICAL I=III III=III-) =11 95% MODIFIED PROCTOR ASTM f TT, i' 10" N MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY = 1= L III I (==111 I I-� I I-� MIN PSI MAY VARY PER c AT GARAGE CONTRACTOR (_II I=III-III=III=III=III-1I=III=) -) =III -III III -III ,I I D1557) 4 I I I I I i'IA'- -III-1 1 #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR (, , I I II �I I I III—III—III—III—III_I I I_I I I_I I —III —III �I I_ 00 MUNICIPALITY, CURB DUE TO SLOPE I -III ; I i 111Ili_„III, ,I i 11 il�-i► I -III_ 11- #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 Q- NOTE:ExTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SCALE: 3/4"=1'-011 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL 2! a SLAB INFORMATION. SLAB INFORMATION. E iN_Z 00 6x6W1.4xW1.4 _0 31/2" WWF OR FIBERMESH z 6 MIL VAPOR"'/�_ ► I = = _z min.) 4" N BARRIER I ; D ,� 4 2 a a Cl • I I - Y —' Q--�GRADE J COMP. SOIL. L ° _ \ - - - - (COMPACTED TO 95% —I I -� - _-�2 _ • -t-1 iF-i'' .NO-I - ` -(1) #5 REBAR w/ OPT. LO MODIFIED PROCTOR - T - S EEN NCLOSURE 0o ASTM D1557) 111 ' 3" MIN. CLR. (2) #5 REBAR CONT. 4" r ON 3" CHAIRS TYP. 4" V41 STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) i TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L � 53 1'-0° 53 � SCALE: 3/4" =1'-0" SCALE:3/4"= N E OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND co DOOR TO RECEIVE BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND _ s PAVERS /DRIVEWAY CONCRETE SLAB 14" 13" J PAVERS O.H.D. RECESS z O.H.D. RECESS _ O M • �:' Q _I—III=�-'�.•j. : �• `,• — �• Ii I, _ _ i�1►-1 C I I IF �- '�i a. • , •' � 1 �.--� 'LEI I I .e' ' -,' : • —1 =1 I I '�. 1I �° I_ SEE A/S3ORJ/S6 tI Iihi�, , ,tL SEE A/S3 OR J/S6 -11I,t Ift�,l�lTIT' FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. MIN. CLEARANCE CD 1' " (1 STOW ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) 1' 8" (2 STOR) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ,� 1 GARAGE DOOR SLAB RECESS y SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 M ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'4'. (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. :d 2x P.T. PLATE 1/4 DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. �j--�I=I I I D*- I I I_I 11= I i= • I I=1 II I' REQUIREMENTS SEE R905. ' t= ° — t PRE ENGINEERED WOOD -I I {=III II - 1 TRUSS @ 24" O.C. U.N.O. I I=- (= I I I I M I M I 1-1 I rl 12 I-111-I I HURRICANE ANCHOR @ EACH ZTYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA TION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3f4"=1'-0° 53 ELEV. VARIES FOR ADDITIONAL SLAB 1 0 INFORMATION. 5/8" OR 1/211 HIGH ALUMINUM DRIP STRENGTH CEILING EDGE R CODE OR 5/$" BOARD PE ( ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. P.T. 2x 1/2" GYP. BD. 211 HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT INTERIOR .3 1/2" • CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Q €: =1 co 6 MIL VAPOR BARRIER - Till I I I=I-III-III I I ;III1„IIIII -1„IIII 41' 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" 53 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I \ I M AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL ;- BEAM SIZE & CONNECTION INFO t 2x4 #2 SYP P.T. FRAMING w/ ' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6- z ATTACHED PER NAILING FOR REINF. INFO. OPTION #-I w SCHEDULE CC * SEE TYP. WALL SECTION FOR ADDITIONAL 6x6 P.T. #2 SYP SLAB INFORMATION o w ABU66 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN Wi bRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E a; FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1 A `I SIZE AND REINFORCEMENT) WWF OR FIBERMESH co BRICK PAVERS or B PER I ) a 0' 0"FIN FLR COMMUNITY SPECS - - - - - - I SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" 53 CL MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. 1' ' M co RADE_ - ° ° _ a / w —III=III a. 1=11I—III1=1' z = I -III -I III III III-1 I w o W n 1-1 f I • a• 1=1 I I-1 11 z U_ =1 =III=III=III=III I I —11 I-1 I— = w III III —III III —III —I I III=III III= FOOTING II IIIIiIIIIIIiIII �llli ,ll ..lil. ,III BEYOND PAD REINFORCEMENT-]3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K'N SCALE; N.T.S. CJ3 z CD _ o z z Q t� z (9 Q) W +-' � a tJ — w Up Lh = U oC on C-, _ S n I-- wi N -100M _ ' N O O C> U N 2 ,✓U_00 0 Y Q m f� � 0 � .0 AC B D C ,w 1010v M z N W4�aw =0 U V >LLo a ® Z 0 m a 4::E O LL - 4 , r Gj Qfz t 7 e• °�, f as q ' X •••°. y %f se P FE S'SIQ� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz 0 c 0 �F W E UE80 Q z 0 gz Q I-- �oWzz FLo J Zo }" �Z z °C otS z O d- < W ..L owl l W a P. ZD � moo ¢ k (� w<a0 L Lu z Z '"� LL E5 0 B.Oj LOU W J V) rl Q Q z Wo nou�¢ ¢ Z N 00 z � aaS m L = a r 00 ,-t a U0 s SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO- 4mO SHEET NO. S3 (2) 2x6 OR (2) 2x8 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 (3" DIA.) 2x DEAD WOOD @ M I D FOR CLEAN -OUT POINT w/ (3) 12d MIN, EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 81' 7 5/8" 8" I i v F1 -SOLID AREAS ARE 7 5/81, 8" TONEAILS SPACED STEEL AND DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK WALL IS 11/2" MAXIMUM C K PLATE 10 INTERIOR 10 'RJR S 1 J/ FACE OF BLOCK WALL IS 2 1/4" 5 _\ 11 1 11 HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ]I] L _j 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING T --(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. � �4 12 SEE TYPICAL WALL SECTION 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. j SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 1 Od (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING 7 FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD -- -op SIMPSON SP1 W/ (10) 10d Y+" NAILS AT EACH STUD \-BLOCKING (TYP.) \'-ROOF CD 2x P.T. PLATE — - — TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) C4 CO LO 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT Hi 1 #5 VERT. IN CONC. FILLED CELL W/ :ZE STD. HOOK IN K.O. BLOCK 90A :W KNEE WALL ABOVE MASONRY WALL DETAIL rF F L77 ri .-- I I rm---i DOOR OPENING DOOR OPENING TO DRAIN I I LW EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. � �4 El 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 COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11 " DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW MASONRYLAYOUT �'S4 SCALE: N.T.S. KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W1 (1) #5 FOR CONCRETE PLACEMENT 4 t STD. 9(1H LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-O"WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W1 (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION L81, - = --- I . .. .... NOTES: 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. (D 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 SCALE: N.T.S. �4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL C14 �2 _j LO < WMEEN cc Uj Ck:: FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH C-1 TO ALLOW SPACE FOR FLAT MASONS TOOLS !;R (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END E MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) �2 W FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION (D E KIS4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2X6 MOUNTING BASE SCALE: N.T.S. a IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR RACK MOUNTING BRACKET IV LT_ TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER ARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. >Ij 1 4 ZSEE ' I ' 4 ' PLAIN FOR FOOTING "'POURED CONCRETE BASE FOR 16 F MOUNTING B E 0-TTOM 0 DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL SHED FORWARD THIS DRAWING. SCALE: N.T.S. 1,,, �4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. M11 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 11/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 1 Od NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 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. 2 x 6 P. J-BOLT TRACK BRACKET rop 3 ARAGE )OOR A I I W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"-x4"WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EAEND EA END EA END EA END SIMPSON 11 - 4' (1) (2) 1 (1) (2) 1 (1) LSTA30 4v - 9# (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) :::(:4:):j (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT _ kSEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED "LUU" 'L"N REQUIRED C'ONNE @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"X10" OR GREATER HEADER J \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER 9 EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS a OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE �14 "-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/84 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS 4 11-�' LINTEL 12 (TYP.) SEE ELEV. SIMLSONSP2w/(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. CRICKETAS REQUIRED BOUNDARIES 6" OIC 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) 1 Odxl 1/2" lit NAILS AT EA. TRUSS VERTICAL WEB 711�� (24" O.C. MAX) wl MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN ROOFTRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL------- H I W/ STD. 90* HOOK IN K.O. BLOCK TYPICAL INTERIOR NOW v ALT. KNEEWALL ABOVE MASONRY WALL DETAIL BEARING WOOD FRAME WAL rTN� SCALE: N.T.S. � �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR — HTT4 w/ (18) 10d NAILS (3610# SPF) HTT5 w/ (26) 1 Od NAILS (4670# SPF) DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF) HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (2215# SPF) HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (3285# SPF) HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (4065# SPF) HDU8-SD82.5 w/ (20) 1/4" x 2 1/2" SDS (5665# SPF) HDUll-SDS2.5w/(30)1/4"x2l/2"SDS(6865#SPF) s 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT e FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 81' EMBEDMENT w/ WASHER & NUT * FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT e FOR HDU1 1 USE 1 " DIA. x 12" EPDXIED A,T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT HDU TENSION TIE rN SCALE:NTS �4 SIMPSON SP4 ROOF TRUSS ABOVE �_2X TOP PLATE OVERLAPPING 2X BLOCKING FTRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END fq U) 2x TOP PLATE-/ V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING v 2x STUD @ 24" O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PU TE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. rp SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP P E WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3' O.C. (14 NAILS TOTAL) EA. SIDE OF SPLICE -7 4,9* SPLICE STAGGERED j1--1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: BOTTOM SPLIC) PLATE LENGTHS MUST BE OVER STUD AT LEAST 41-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SP4 SP2 h., i -4: '::k— I P.T. ATE TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 SIMPSON SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SPI SIMPSC SP4 - 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTC )M P TE \x-5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " - (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK WI(l) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS @ 2'-0" O.C. MASONRY WALL 1 Od NAILS@ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING BEYOND. ,.--PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD SHEATHING O/C BOUNDARIES 6" O/C EDGES 10 & 8" O/C FIELD L e SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SPIS FOR 2XIS WALL, USE —PLYWOOD SP8 FOR 2X8 WALL) SHEATHING IMPSON SP2 W/ (12) 10d NAILS MASONRY— O.C. SIMPSON SP1 w/ (10) 1 Od NAILS WALL BELOW 0- 5/8"X10" J-BOLTS @ 24' A MAX. (MIN. (2) PER BOTTOM 1 2X8 P.T. BOTTOM PLATE UU I I t I -- I 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY ('R� SCALE: N.T.S. '' S4 (D !9 Cz LU 0 LU Ln =3 TM l­ E 0 E 8 CD co a COM C-0 Rig 0j M 0 0 C:, r- a: 00 -00 0 2 i::- 0 tm U) Q� CS U-) �r 0') < 6 A 8 D. ' N-B-D C8 9 4D fA CC ID E; C"o M 00 LU 8��igp_ r" U) s 2 LU !.�3 In �-E�: Ch z 0 tA 9 V, um cr) LL1 W.FDS GJGOM- S CO. -�j I < o. Ox4i \� 1A E To the best of the Engineers knowledge, information and beiief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda Building Code - Residential 6th Edition. Engineers signature and seal is only for Engineers signature and seal. L E Fq NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ 0 t� 'R z z < 0: a: LU W ix U480 L) Z. 0) ZZ .2 Co , 02 Cq 10 uj ul z > Zz Z� z C: 2: 57 T-4 0 0 u co _j 9 R cz) I:E P 81 L1j 2 &0 a< C) 1-1. < LU �� qq- LU g W z 2 U. 2 Z U-1 Lr) Lli & 6i < LU.E' z q 00 < Z z 2� z <0 �5 Ln 0 z t—u LU Cy V, 6 � rn z 0 00 Lu SCALE AS NOTED DATE 3/15/2018 TECH: MJAMES VERSION N 0' 4mO SHEET NO. S4 ' M= M� SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 ()10d x NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. „ „ 1 Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES OUTLOOKER 1 12" AT EA STUD U (SE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) @ 24" O.C. 7• NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SP6 FOR 2x6 WALL, USE 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ' TOP CHORD SHEATHING DETAIL 24" O.C. @ FOR SHEATHING DETAIL SP8 FOR 2x8 WALL) OUTLOOKER NAILING S AND NAILING SCHEDULE 2x4 OUTLOOKER BLOCKING FOR •' FOR DETAIL @ 24" O/C FIRST FOUR ROWS OF 45' ± 24" MAX. TOP CORD BLOCKING 454± " �� 2X4 CONT L BRACE TOP CORD BLOCKING 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL -SEE TOP CORD TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ 2 1Od 3" () FOR FIRST FOUR ROWS 24 MAX' ELEVATIONS ) BLOCKING FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES OF TRUSSES @ SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF "L" OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"X4" CROSS BRACE ZZIRIDGE 24" MAX. EDGES TYPICAL RIDGE FASTENED AT @ 48" O.C. EACH JOINT W/ (3) 10d „ „ L BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 8'-0" 0/C. 2x8 SYP#2 BRACE TO EXTEND AT LEAST 90% OF 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT �� 8 FROM SHEATHING TYP. IN MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ (2)10d & (2)10d RIDGE F. FASTENED AT EACH JOINT W/ (2) "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) TOE NAILS @ EA. END 10d & (2)10d TOE AT LEAST 90% OF WEB t 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x FRAME WALL (SEE WALL NAILS @ EA. END LENGTH SEE TABLE ( ) GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 1 1 EACH JOINT W/ (2) 10d FROM LEDGER TO : SECTION FOR SIZE & SPACING) — ' /16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING 2x4 PANEL BLOCKING 1/2�' CDX PLYWOOD OR -I ATTACHED W/ 10d EA. END 1/2" CDX PLYWOOD OR 7/16" 48" O/C FOR THE @ (2) 16d 7/16 OSB SHEATHING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 1 OdX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 6" O.C. (2)16d NAILS BOTTOM ATTACHED "T" "T" „ INTO 2x6 P.T. PLATE „ 2x4 LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ „ EDGES AND 12 O.C. FIELD 2x4 PANEL BLOCKING @ 48 „ 2x BLOCKING W/ (2)16d TOENAILS 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 ON TOP OF PANEL BLOCKING, I WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) 1 DI 10dx3" 4" 0/C qQ FASTEN WITH 10dx3" 4" O/C SPACED „ @ @ 48 O.C. INSTALLED PER MANUF. 2x6 P.T. SILL „ „ NOTCH L BRACE HERE ROWS OF TRUSSES FROM END „ „ 2x4 T ON TOP OF PANEL O 1/2" SDS (S MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. — WEEP SCREED EA. TYP. TOP & BOTTOM ATTACHED w/ 2 () BLOCKING FASTEN WITH 1Odx3" 4" O/C @ SDS SCREWS TO TRUSS & (4)1/4"x3" SCR WS T U & (4)1 SIMPSON SP2 w/ (12) 10d 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w! (8)10dx1 1/2" NAILS AT 6'-0" 11 INSTALLED PER MANUF. 16d TOENAILS L 2x4 LEDGER (MATCH BOTTOM SDS SCREWS TO PLATES AT 36" O.C. NAILS AT EACH STUD 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 DBL. TOP PLATE 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS CHORD SLOPE OF ADJACENT NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH TRUSS) STUD WALL (SEE TYP. SEC.) STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4„ GABLE WEB SECTION SECTION SECTION WEB, USE MSTAM36 w/ (7) EMBEDMENT IN KO BLOCK 2 Li) 4 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. SrJ S5 S5 SIMPSON H1OA w/ (18)10d BACKNAIL W/ (2) 16d NAILS x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J ON SHEET S5 FOR N SEE STRUCTURAL OUTLOOKER @ 24" O/C X-BRACING, AND TOP r • NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `° °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ ". 2"x4"CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 APPROX. 8FROM " SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 12 1 1 2 EACH JOINT Wl (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS "" T'7CJ1� -- TRUSS SPANS A • ATTACHED W/2-16d `]u11� ^ 2x4 PANEL BLOCKING 112"CDX PLYWOOD OR 7/16" OSB ' AT 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 SHEATHING ATTACHED W/ 10d NAILS @ 6 O.C. SIMPSON HGAMI0KTA 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 W/ 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 (4) 1!4"x1 1/2" SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ` 1/4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL m OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ _ 10dx3" @ 4" 0/C (2)12d TOENAILS Cn EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARIN@ G LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS SAME SPACING ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 l SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4" = r-o" S5 ADDITIONAL INFORMATION. co 0 CV MINIMUM 2x CROSS BRACING (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT 0 0 L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 1-11 o¢0 12 N 6.9 1 MAX./ SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 1Odx3" O/C @J 2"x4" TOENAIL 6" O/C RUNNE W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS SS "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 4 - ° 11- \ 11 e , II e ` 4 ° Ik . ° e II 4 �� . ° . II ° ° ° .��° '-CONT. BEARING GABLE END BRACING DETAIL uJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. GJ'CJ 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 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Old WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU nt--- MASONRY WALL 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S51 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: / EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. � ) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2x8rFULL 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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. "L BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1l4"x3" SDS SCREWS TO PLATES (TYP.) f- 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 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN l L l AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 0!�2 (M _ O z�z d r1 z un (9 u, w � a .O w o U o0 m N _ OO Cm - IOU C20 S a� p o N U" 01-o o �Qo Nd ¢ m ,n B D. N C 'JI N �O N �/� pO M � O W �/� O O N � Z W � N z H, zz LU Z �Z4�o�� Z LU WWW N Zz Qti C14 U�' p, ti c; •..,-F L O '' ....•• V0 0F illi To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oZ gF W Q LLI a W C ODo� o W A U W N �(° Q L ♦� ZO G U z Q a 57 w a O J LU U = 0 z Ug µO p - Q Wpm O (V LL Z W W Q Z W Ln Lij <Wt J T'I � C LnFa-!�U G N 00 ¢ Q z Waz z Cy Ln 0b z LiJ ¢ W r-i Q, U0 o SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION NO. 4x0 SHEET NO. S5 �11 1X4 1/2" DRYWALL X1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1 X 4 1/2" DRYWALL ♦ UNACCEPTABLE ` DOOR JAMB (REFER I TO SHT. SDW2-K1 P.T.TO SHT. SDW2-Ki TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX' 8" NOT DO THIS ` 2"x BOT. PLATE W/ 2 10d 6" O.C. O °� FOR CONK. DETAILS FOR CONN. DETAILS X 4 t X 4 #5 REBAR ' (TYP)3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO X 4 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONGFURRING �� �� TAPCONS 3/16 0 X 3-1/2 LONG FURRING #5 REBAR (�,P) ` ' AND NAILED W/ 8d COMMON @2X 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W! 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 BLOCK@ SPACING „ DETAIL 1 .. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 1� DETAIL FILL SOLID STD. 90^ ` D• 90 HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB "2"UL METAL SEAT PLATE 16" OM 1 X4 P.T. „ „ 3/16 x 3 -1/2 DOOR JAMB (REFER „ 1 X 4 1/2 DRYWALL NOTE: DOOR JAMB (REFER W/MIN T. DOOR JAMB (REFER TAPCON TO SHT. SDW2-LA K1 FOR TO SHT. SDW2-K1 CONN. DETAIL LAP SHEATHING TO BOTTOM OF BAND TO SHT. SDW2-K1)6) JOIST TYPICAL FOR CONN. DETAILS FOR CONK. DETAILS 1 X 4 10d@12"O.C. jr,XT. FURRIN 2X8 P.T. WITH 3/16"0 X 3" err ' NOTC @FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. @ w! (4)1l4x1 1/2" SDS SCREWS LONG TAPCONS 2X8 ..Q'D STAGGERED @ 16" O.C. I ` INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL .LrJn NOTCH WEB AT THE ' FIRST 2 COURSES TITEN INTO K.O. BLOCK LFILLED BUILDOUT @cy OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION rH"� RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID WIGROUT ....a 2'-0" 1 X 4 FURRING R SOLID BLKG. AT TOP BTWN. 8" 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS , SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 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 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR OR coNracT ENGINEER RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. I FURTHER INSTRUCTIONS. ° .a BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. ° °A. x . (O) . INSTALL WDW. SCREW ANCHOR—'-- 4 SOLID BLKG. WIDTH WALLBTWNOSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ) () IF TRUSSES USED W/ 3 #6 X 4%" WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. ARCH DETAIL J 4 MAX. RAD. USE (1) SIMPSON1/ TITEN(CENTERED) w/ X (2)10d NAILS @ 8" O.C. °�ERygN TO TRUSS TOP CHORDMIN. AT 1 0 C 12 + �FN OTy 1 r_0rr 51_011 SCALE: N.T.S. SS + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + 0gLfINISHFLOQR 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 > '.AO /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° e.. 2'41 81r TRUSS + SOFFIT + ° . p: , #5 BAR P BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + V . 1'Orr " e ° ° CENTERED W/ 2 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®e p • . ° ' • •' • 9 H IN TOP -D � 8d NAILS EACH TRUSS o . ' KNOCKOUT / i�t 8d NAILS @ 8" O.C. AT BUCK — .� ° CHAIR BLOCK - 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3} s� CONNECTOR �® = MONO FOOTING - _ •A e' ' ' ° ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN 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 -I e '. 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .> ° • DIRT Z TO BE INSTALLED000, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN 7 PRECAST LINTEL °. ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN " 90 HOOK N TO FIT ARCH CONNECT W/ START OF ARC (F TRUSSES USED W/ 2 #6 X 4%' WOOD ) O FOR OVER HANG FILLED CELL, , - e • - e, , - e, , • - e , 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") , f e e ° BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �' e• ",' s• , � �' e• , � �, � , `, e•Sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. MONO TO STEMWALL FOOTING SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ) 2 ± COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" } z #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 OTHER COVER 61-01. F.F. EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT 1S NECESSARY TO USE MORE EXPANSION STRIP � p v NON SHRINK GROUT, THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °• P u w a A REINFORCING AS FOLLOWS: * ~' :• `' :..;:...A SEALANT �rr�-trr-Trr —II�II=T � j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. g � J RE PANEL REINFORCINGINT P E PRESS N 0 PLACE. r I I U Z #5x6 EMBEDDED INTO * PANEL COVER P ENFORCING WITH UPPER HALF F T BED N TROWEL E 0 MORTAR AND OWEL 6 MIN. LAP SPLICE W/ EINF R ORCING PANEL p' • D � � II - r EXISTING FOOTING 2 #5x6 IN CONC. () T D N FURROW. SMOOTH. 0 O URRO _ LO c.t FILLED CELL DRILL 3/4"x5" MIN. HOLE F PLACE FULL MORTARBED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP �. p r- O G SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE i t ° \ REMAIN FREE OF MORTAR. NOTE: " z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C-4 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° b 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ` ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN.Of 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. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. �-.� (DV _zM 0 z z Q J a 13 v) z V) (D C � w o •Q W C To i� V) ~ o U o� m W ;OO_ — U N M O) M M _ C O o 0 C) Y t LL 00 O Y O O- O rn Q d B D®F11,�J4 Z W �NC5Z � z L o � '� W a tiaE �'�=Z5LL a� H e� ==. 19. W a 1 1'fig) 0�/% N ❑ LSr`f�I .CO ,, •• r •c E •'eo ^� �pa � N• :. •. F �l"j ,• `v R o E S S\ O \\ 1111�101.r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com oZ uj a� Z>Z W Q U�oo �o?z _j aap1o LL N ^ �Uo za L_ C >U fZ > re a Q n3 FE z _ J J W U = Cr U) 8� o00 , W W 5� O ao� Q "Z' OC Z • Qa'L LLJ� �P z J � W g a aQzo W < z O ¢ F � !� z �y� 00 Ln z az °° O 06 z : _ JZ ¢ uj T-+ a cn o SCALE : AS NOTED DATE : 3/15/2018 TECH: M)AM ES VERSION NO° 4mO SHEET NO. SS 11 0 a CROSS BRACING DETAIL (TYP.)/,'- SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER (TRUSSw/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 DIRECTION TYP. A c v a CB rri I vu 1v v �✓ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL `� AT 8'-0" CD MAX N TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) K 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 HIP G.T (2) 12D NAILS —I AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS L.SEE PLAN SIMPSON HUC410 w/ (14) #2 SPF 48" O.C. W/ (4) CENTERED AT FOR CANT. SPLIT TO TIE 16d INTO HEADER & (6) 10d TOP & BOTTOM 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 4( 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT, AT-/ CONC. MASONRY 00 T & B CHORD STEEL OR WOOD 7 BEARING SUPPORT A -A ALTERNATE BLOCKING M1 r���m Mal I In WE s SCALE:NTS WOOD TRUSS A o PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS % TYP XA/O(,)n TRI IRR RI (1('ICini(; IIPTAII STANDARD HEEL HEIGHT LO SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE 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 REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCH DULDE/PON LANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__� A SEE PLAN FOR O O SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=1'-0" lC] MIDDLE BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED K_EWALL 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 wl (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FORADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS -' OR IF 2 PLY TRUSS SIMPSONZ LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS OL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d , o ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER 4" O.C. SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 0 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS Q TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS EACH END TRUSSES PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS (BETWEEN 02 STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOFM/ALL STUD) a SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES VARIES SEE PLAN FOR WALL LOCATION 2X4 BASE PLATE WI 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ 14 10d x s (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING o ` = C WOOD WALL-\ SIMPSON MTS12 w/ EACH COMMON BELOW @ 16 O.C. Cn OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ 14 10d x 1 1/2" NAILS ( ) TRUSS/ FRAMING TYP TOP & BOTTOM LZ SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER a NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. 4 xx o STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD o (3) 12d TOENAILS TO a.. HETA16 w/ (9)10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL R BEAMa' BEAM BELOW:�SIMPSON HTS20 w/ a o MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SORE TRUSS PLAN �. (24) 10d x 1 1/2 NAILS @ 4 0 O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR a TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. 0- MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) °° SHEAR TRANSFER INFO. � °p SECTION @FLOOR FOR CONNECTION 16d NAILS AT EACH END CONNECTIONS TO G.T. N EXTERIOR. WALL SECTION ENTRY $ CONNECTION r22��SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE: NTS SCALE: NTS SCALE:NTS LU iF DETAILS & SECTIONS 31 (9 V zo _ 0. zC14 z a z V) UI' W Q O w o C6 ~ U r CO N 8 winM C (6 = N O O N U �U_00 �C I QT 0 .2 iZ SS.: A<o s ®® �\ ,rti1� �/���Jl'1 'r N .w --1 OON M m ONO �NOZ LU --10 Z W _ 1. �M w pC ;moo sU) w w NJ W 10 Z C EMM CD C z co Z tAME WL W �S Ii1fI o ``�i�o�22RRp W \�'•WWW.t�1SENG M SE co eo �L R O F E S S I O N ``\\N ��/«r11111I1�ti1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz "'o za w ¢ it of �z00 o Lu p ? Z cyag_j Lo� n 0 s- CD Z Vo Z o CL 00_ z ZZz �..� U 'cu T"I U) 0 z OU > w 0 J 5S�i :.., W ��� k 1N z cy. <a�� Eo�o z z + CY W U-) LL RAwb' J T-1 UJ � w F v $�� N 00 � Q Q z TI zr Oelf 0 0 m 00 z W 3: c7r Jz a Lu z 0 SCALE: AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4sO SHEET NO. D1 C14 co LO cc E 0 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing THESE DETAILS ARE GENERIC AND 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 Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHN�CAL LETTER ON CHEM CAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST WE THER IE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING NAILING FLANGE 2 8 § E AM WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBIFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN Up JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH 1HERED FLASHING 8 0 0 He SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED NOT USED WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q 0 Q 0 10 Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.1 5 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 feIt 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 ot 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 FMAIWDMA 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 0.01 9-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of 0 instructions below: 1 . Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 NEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt j oi nts need to becaulked using Stampede or sim. caulk for all C3 CD to 04 21 4--J L.0 0 L.0 T E 0 CD I­ "M ==NIL E 8 Lu M MIN a) 2 6 CN -r- E: 0,0 0 Of -5 - co 0 CU < 0) CL C:) Lo 0) < (i Al I 11ID. N C,3 D-C 8, Y, U 8 'cl- LU 9 ;�o Z 1. .2 !1 0"? . U_ ED L1J Z 0 < -.e C? - C: C-4 0 0 E Z WL 14mm�s UJI C) U WWW.FDSENG.COM 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. 11111111111L a IN AL Opook LEIM Aftm 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0 Z 0 ZZ <11 2: cl� CK 0 0 Z UJ < !;- R, Z. 0 _J Lu E U) ai 02: LW, - 8. es _J CO R Z Z >� 0 .t U > LU b Z Z az 15 � Z D 1'%� LL L4 �E 0 0 Z 0 70- _[ LU U 7- n ir 8 Z 12 0 8 9-1,11 UJ tL' he P !-,6 Lu P 23 < U 0" PO -R� N !� zn;� LU LW < U < Lu < Z Ce < Wi- 0 a 9,x Z Z o=) � 2 CY2!E U.J Lr) aj LU 9 Qu 8<< 00 2: < Z 8 Z Z Lr) L.0 Z 0 C� :5 _r w Z rn V__4 0- U0 8 SCALE )OS NOTED DATE 3/15/2018 TECH: IVIJAMES VERSION No' 4x0 SHEET NO. W P t e March 20, 2018 Re: Wood Construction Connector Com pliance for 2015 international Codes & 2017 Florida Codes ToWhom'ItMay Concern. Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous' versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connectors albmble load as the lowest of the following: 1. Lowest ultimate 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 materials, such sas 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 (fCC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October2016 to incorporate a methodology to evaluate products to the 20151-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 [-Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time While manufacturers work with product certification agencies to update their woad connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 201'$. The information in this letter is valid until 6/30l2018 when it Wit be re-evaluated by Simpson Strong -Tie. Please visit ytatvy.stronotie.com for additional pertinent information. if you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800,999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dx4BDVJ Engineer, Southeast U.S. Branch Pago i of 1 Simpson Strong -Tie Comparry Inc. 2221 BormtryLane McKinney, TX 75069 Phone: 072.542.0326 Fax 972.542.4139 www.stmngge.can N v Q o CU N N U) O 0 Q O Co O � �._ Q � 0 c Q CU I INS z O � V o U) O L U O W CV m L W a� z J z d a SHEET NO. PA 1.0-- A3 - FL17244.1 ESR•3455 A23 FL10446.2 ESR-2808 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD218 FL17232.3 ESR3445 HU218 FL10858.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216.3 FL10858.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU26 FL10858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU282 FL10856.4 ESR-2549 HD410 FL17232.4 ESR•3445 HU410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU810 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL77699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17899.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 WCP2 FL10447.2 ESR-2551 HTA18 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM20D802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT18 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0f30 HTW76 FL17244.8 ESR-3455 HTS18 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL172-04.8 ESR-3455 HTS30 FL10456.28 ESR-2813 HTWM16 FL6223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10458.18 ESR-2613 HUGT3 FL6223,3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you confect your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2pgg1.1 +87.0/-67.0 psf ThermaTru. Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.g +67.0/-g7.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +87.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2046L14 +87.D/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +87.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +g7.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332,1 - FL15332.5 +40.01-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (SX7) FL15279.37 +30.D/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (18X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WndCode Doors WB (SX7) FL75279.85 +38.0/-42.0 psf Clopay Building Products Residential WndCode Doors WG (16X7) FL15279.102 +37.0%41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL238.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/•40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +7D.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS 7amko 151b Felt Underlayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL18918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES floral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Stonn. Panels FL15076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ U$P Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at Ian review. I understand that et the time of inspection of these following n p p p products, the Information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N Florida Deparhnent of Business & Professional Regulation Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation Budding Codes and Standards Pop I Building Codes and Standards Pegs 1 Building Codes and StandardsCo Pop I Florida Depertinatt of Business & Professional Regulation Pape 1 ar2 a)-1-r V 1/5na1e 115018 Iowa Building Codes and Standards 11612018 }a Product Approval Application Detail Product Approval Application Detail Product Approval Application Dean 0 Product Approval Application Detail (D C O FL 2HO143 FLa29.a1 am O t_ mtle tm.ca > TiVwd h tLBI■9content rmdggr ENloi11 Eae bag Alm ing lYEAID A9g aatli 0! Yh tgNd4aH EDm9 Central: YOtd® > ➢ik.PJotlim VagW FRCAmwal >� >La t C6 CL mm S FWAa�l M" 2017 Themla.-Tru Corporation Rink V ft m Lyndon F. Sdmam, P.E. Ryan J. tOn9, P.E. 10f16Yt017 07/122017 10118r2017 12M22017 Approved Revision 2017 Therms-Tru Copontlon Rldr WMN Lyndon F. SdWft P.E.Ryan L King, P.E. 10If5Rt117 ON12=7 IM18 017 1 Z2D17 Approved 296 Enter Or go bM /1♦ Roww" OD17 TbWWTm Capwaaon RICk F. Wan t, P.E.eviWort Ryan J. Kkg, P.E.P.E WWI 70/1&2017 07M712017 10M82017 12M22017 Appreved 7878866 a'a! Version 1 SW�gi P.o�.&.L�na Yam. YadllaLC !Jtl'cAarIDfal Alrrttsca9 AtWg � / � �✓ Cabgpry:Exterior Ooors SubCabgay: Swkghg Ederbr DocrAenmbNee PE434 (4iB1298.1740 PE-43409 (8/3}78/d555 rkaaanvbMgowmbnw CaeegpeY: E:lerior Door Sa+lpaaegprY SwIngang EdWda Door Aasenuh8es (41B) 29i-174D PE4940B (813) ddnvQnvbltCormllaMe, CaMgpry: E:dadpr Doom iraiCaa0plY:SwkgIng ExOator OoaAnandW (4/9} 2DS1740 PE�91119 (819) T87-8565 dtloul�nxtklgwronaanb. Revision 2017 TMmdrip. CorporDOO P.E Ryan J.lOrp, P.E. 1071N2017 07H2r2017 t0/152017 12tiZfmlT Appm+d .}J V _� C = co t_a �n Oompibnce Malsod Evaluation Report from a Win C4Npa/e ot, MWW EvdnBan Report from a cop ComplWrwMahod: Evaluation Report from a ten Ceba0ry: FSdaMr DOOR (419WrgM PEA34 0SdanMf, (410) 2■-1740 PEd3909 (819) 767�666 ddra'®nvBMgcaHutente. " y n Florida Register ArchMct or a lkanad Florida Florida Registered Arohaed or a Waned Florida Florida Registered Ardilled a a Lbemed Florida Probational Engineer - SubCaa eoY: Sw)rlWng Exledor DoofAuserinn Compliance Method: Evaluation Report from Cam VJ V Profeeabnd Engineer Prokslon aal Engineer aFlo Cr ■ Llanead Florida 2 //77 FLa2ne1-R2 product, - FLa1Y01814a2 Produab prrorkeSIben I E neer FLA211411141d! produces gi O pressure NMI ProdudModd.Number OrMM lirpllhLNtl■Brd prey a Anowaved.far WLffiw Use ,81■M EaLa RNWM F ! MA EadgA■ — Approved fortbe Antionved for Uao d� O lamed 2am R 1'J� FLOMB14UP d-gts C O I.l_ Ant 1 a. Therms Tn1 F'bul7bnfe surd $mootlf8hs E rloMnd 68a39J38quotNn4rtped&guet Opaque 1?IJ1rL020 ItrAHim EIIt�Z No BahLa Yea No WA 6 t Thenne Tru Fiber-CIMIO and Smooth4ker NaNna188A39;0&ProbNon•Mpaddquot; Opaque 121311202g &a Edge Fbm9ba Sk+gb Door No Yes No WA 9 I. Theron-Tiu Floc-CWdc and 8nwdh-Star Nominal WS" &quOtNor-Impad&quok Glad 12157202g Edge Fberphr tingle Doc No Yes No MIA Affi! Quality Attenuation A�d.lbrUm A gL�g Outside this 1� tQ gg�a � pttseuno toCz O ai-� Cwoosae Edge FibergWs Single Door (leswpglWb■1ng;Xoddlpuration) On-t (NervfrglQ rig;XcarApurdin) 0-44b 14 n.TMmm-Tnr FllerL`Wek and smooN-Snr NOMrW 88�;O 8�quokrbMmpeddufrrOk Gland 1?I31I2020 No Yae N0 WA CV O Oftwtnevutawtrg; X-rAgwvmon) Cornpoolle, Edge as 3 Ooof '^ vJ T� Kid Ai$A FiiS016148 (IMI'VovkgI x omWmdue) L- Elift Deb Pending 21M Enter !� DidaE9oaa 1-3 Q gtde Khoo, EW Rs Dds�dlan !� raft By 22M Deb 206 no EL F V) CO IYgA YmWa : SLoLW Aoa11Mer.ALLhena Yet Yalu AuflMldetl ! Bneroy(sa Ag1NL Adis L'g, ahwr&Lloarc Valldand VWWaW Sgte�9 I=Aporovil Ante" imm Tjmn Y4mla 2WAO EaW!r ILLI Va&hLda, momw � Aamyga ItWa ShSs 1taAlY.er �! gah.Cferd■ !bL � Co ~� "'t"� �' Revislon 2017 -Tro Corporation Rick Schmidt P.E. Ryan J. Keg, P.S. LyndonPE434 12M32017 12113r201T 12212017 Penning FT1C A Renrblon 2017 Therms-Tru Corporation Doom Rick Wright Lyndon F. SrhmMt P.E. Ryan J. Keg, P.E. PE-13408 7874i666 1711312017 1?/,32017 12/212017 Pending FBC Approval Revleicn 2017 Themne-Tru Corporation Ededw boas Rick Wright Lyndon F. SohmNU P.E. Ryan J. King, P.E. 29A-174g PEJ3109 7117.8656 121132017 12/13f2017 1221/2017 Pending FBC Approval time YerNa I�W11 L Meat Ea�tiLflMaa Whiffed.gt YMWma AammllW E�r.AaYatl AsaLQYla ALhM t /1 � y i Category: Exbdor DOae Ofto 2013,1 9 (41ij 296.1740 P6434DB (813) 767-0666 CWgoeg ry. Sw BuDCabga7: SwinOMug fadarlof Door Aenm6lbe (813) ridlw�nwbhgmmudaMa rid- mblog0 SubCoaCateg BubCabpary: SwInpinp Exterior DocAsnm61W (419) (i19) ddca®nvbld9aonaWaMa• Revbbrr 2017 TYwmn-TN Corporation Rldr WtlpM Lyndon F. ShcmldL P.E. Ryan J. King, P.E. 17/192017 12A32017 12212017 dig FBC Appn � Assemblies CompAana MWtod: Evaluation Report town a ddnynkefN. Cam Compliance Mahod: Evaluation ROW from a dote gi ideated: Regan Kips+ CMagoy: Eder Doom 2ga-1740 PE (813) 78743565 FVo4t Reg-, Aroidb<da a licensed Fbrga Florida Rphtered Ardniect a • Ucennd Florida R d Floridari FloridaFrlea Rpbbred Arddted a e Lloareed F haled o a ai SubCe6egory: 8winginp Exterior DowpseNnbAes dtltwmauesMa .1dow PraMstaud En*- Engineer PM%BOM d Engineer Cowgftmi earok Evakrdbn Reporttora a Florida Regleared ArddbdArWnd or a Unarmed Florida Com !Z ■m A Use ASorovedforUM N=gl Rahnuct A 1ht lmQtfd 1� $MImLAan�a Aam)IdlorJha A JW � noels fine! ProduetModd.NumherarNmr .for In HvH Oub"a HYHL � W roduct InHVHZ Suftldo Hi(tlign J AKI ProduatillodoL Numberalfam Product Dmukdtm coatimat EKoftom Dde In HVHZ HVHZ proomm, 111YIIkLANt1[ Aoorored brtbs AQOfP tas<hLllY tIDaa4t glAliB 1 a, Theme-Tru Rtrm-CWeio and 9modh-Stu Nommtl 8 Sq Opaque 121312g21 No Yes No WA 8 I. Thermo-Tru Fgta-Clinic and Smooth-Ster Nominal S&A33,0&quot;Nonlmpoc*uob Opaque 12/31202/ No yea No WA a I. Thera-Tru Fgrx-CNWc and Smooth -Star Nominee (VM13Q;8 IlquotNo"nipad&quot; Glazed 1?1312021 No Yes No RA MA Promret aww. Nurabw seNoma MW* Smpad&quot te, Edge Sin Door pnpnae Edge g; CorrrpnAe Edge Fberglan Single Door 9r owilro utewteg; X configuration) CompaKe Edge FiberpWa 8kgn Door 0nvol gloubwing; X OOMyumlbn) 14 M. TMnnaTru Fiber-CWWIC and SmoaM-Sbr NwInd S8s39;0 Squotblon-Impact&quot Glazed 12412021 No Yes No WA X wpe ion (Inewtep/Ouiswing; X eoMhaslbn) Dompoen fEtlpe FlbraglesW 34gb Door (Ier; X comqurston) Florida Depar nroM of Business & Professional Regulation P.ge, a 1 Florida DeparMient of Business & Professional Regulation Page 1 or 1 Building Codes and Stardads 114501e Building Codes and Standards lmreola Product Approval Application Detail Product Approval Application Detail Florida Depardnent of Business & Professional Regulation page 1 m 1 Florida Department of Business & Professional Regulation Forge I or 1 Building Codes and Standards 11512016 Building Codes and Standards imole lJdi RiM62254MProduct Approval Application Detail[ Product Approval Application Dead Eaaa enter or !■& 21h Dab Pending RIK 22511 raft or 21k 21K Dab Pwdm go FLs1832I24a bars vmlm monerighm 9909 Amd2mL&uam Vadd6dBL Vwwmd Auk2m FM Approal Aa[saaa AMR mm 7tmlon urewesteset content EnalmoeaLiaftee Validated By I W WA S tIcAsoraal Armed SWIM War Rev2017 TMrma-Tru Corporation Rick Wright Nalbm nalAedtP.E.atlon & Ryan J. King, P. 12F&=7 00212017 12222017 Appmwd Revision 2017 ThertnaTnr Corporation Rick Wright National Aopa�n li & Ryan J. King, P.E. 1212a2017 002 V2017 12/2=17 Approved B,t7Am�n category: Endedor DOOM (419) 2W1740 tbmgen owd knLLute (813) 787.8565 CaftW. E.WW Door$ (419) 2118-1740 Management Institute (813) 767-OW 92111 Enft ,g DO 21& Data PMMRM Ra 2111121 grow ,g 29a Pak your PINKIIIIII no SubCM erwyn Swinging Exbrbr DoorAanmblW ddov®rwbldgeormuRmb. SuhCabgoy: adngig Woolor DwAnembtes I1ta! Ymla lLOlaistagat Si9BLat EoaisAAL&lloom Yawl. YaIWaW $WIDdha FBIC Approval Aaolo>.a SLOB lYa Ymha 1Manufacturer Sty EoaYlfudNaeAt YYWatdElt YpaWkd Aa9Yad FQQ Approval An AWN Cr mplearm AUI d: CeNBeation Med or Listing can Llorrnpli m Is w Oil: CartlAratien Mad or Listip Can Revblon 2017 MI Wmndows and Door Brant SMnger We Roberto Lamas Slaves M. Men, PE 081132017 0&11I2017 M162017 I(YI(1 017 Approved Rawkion 2017 MI NMdowe and Done Brantsuroor Luis Roberto Loins Sloven M. (skin, PE 0&1312017 OW IJ2017 M15=17 10110Il017 Approved F1.a18226Rt Produab Category: Eiderbr Doors (717) 365.M PE-62514 (717) 317.6454 Doom Category.,ateg PE�2614 (717)317-8458 iubCsbgW. Sliding Extericr Door AnambNes beftnger�mbed.oan rr. ad ubpalegouy: Sliding Exterior DoaAaeamblhs betian bald ite d.� Approves for tide AparagodforUse, DUN lhson gmdkABamm Approved for Altarg"etarlda drag to Drawn CemgMnew Method: Evekwdw Repartfrom a Compllenn Metluad: Ewkretbn Repprl from a Asa! E InHVHZ Outlook, HVHZ Rhdnt EgsM■ WA Product DaBodoUm 1, HIM outelda HVHZ RoolM■t prowl■ Florida Regiebrod ArchAed or a Uane-d Florida Florida Regiebrod Ardlibd or a Unarmed Florida 1 a. &quotCpnk-CMr&giat and SquatBandimark by 6B and gN Opaque and Caved F6uglas Door valid 12131=1 No Yes No WA 6 e. SquotSmootlt-Siar&quot and &qud4bandalurk by SM and W Opaque and Glazed Fbegian Doorwah 12431=1 No Yes No WA Preioulond Engineer Professional Engineer ThMWTAAWOt and Withdd SMean, hew'Ing and ouhwing Theme-Tmequa ; and wawu1MOON. bawbg and Oubwkg QLmftAnymmom ,egg APorModfar the broad onion AnogrovedAw thee Approved hit boosted 21d■ A■j ProdrNtl/eda.Nunbw,u■rm In HVHZ DOW& HVHZ Resistant pJaaY[t Affi! ProdrdYodd.MwMcwmam Z S III p laegg 3 6ERIE3420 ALUMINUM SOD REINFORCED OD SERIES 420 ALUMINUM SREINFORCED OXO 12f312018 No Yes No NIA 4 SERIES 420 ALUMINUM SGO REINFORCED SERVES 420ALL MINUM SW REINFORCED OX, 12/312013 No Yes No WA 1463/4&quotx98dquot XO, )X 858qud x88&quot Fiords Deparhnent of Business & Professional Regulation wine i a i Florida Department of Business &Professional Regulation Page, m 1 Florida Deparbriont of Business & Professional Regulation P.g., or i Florida Department of Business & Professional Regulation Page i or Building Codes and Standards Mantels Building Cates and Standards IMMI6 Building Codes and Standards +mrJole Building Codes and standards +Mole Product Approval Application Datell Product Approval Application Detail Product Approval Application Dean Product Approval Application Detail 13l1g37a4 Fea1527a.R& P1 Enter Or !a$ ling ! !tom IW4 Ente11nak or ling !?.i GafaE�0a Eeg Se'erL 1.IdgLOL 41g J� Dab pending !� Salle EDdBLer Sag !� JhgESIkBa E11g not Version ManufacturerIt consent Engineer &.0 V Ikhbdav YgWWed $Nd�ffi P&4AamtMl Aarsall AMag 3Ya Ym14a tganlh941rer EOaWa&S,LJaIMi )hlWeLa.®[ VaIWaLa And FIVIC.Aosraeul AglagYad AIaOM w iota yawk. menwiligglex fimo Andem AIMM Validated 0, maw" Submiftea IRO Aaor M AagN1Md AM& Man )holm Itandogreas EOiineer.&Ljoamoo Validated By Validated AelNiarthd IN Auaterat Aggcaerl Aida! Revlebn 2D17 Clem MMN Product OOM-Y Mark WeatemaM ImadekTeethe Services all, Gary Phehbr 11292017 013/102017 12105=17 Approved Ravk7an 2017 claim Building Protlucte Cornpany Mark Westerfield InWAk Teeag SeMces NA, Guy PMNhier I IrMO17 0 O2017 1?/061T017 Approved RWWM 2017 MI Wtudan and Doom Brand aMInwr Lub Roberto Law Steven M. Urw PE ON13 2DII 091112017 OBM5=17 1011012017 Approved Revision 2017 MI Windows and Doom sentsisqu Lub Robarro Lomes Sloven M. Udd6 PE =13=7 011WA17 OB 162017 10110=17 Approved O■eepay: ExbrW Door (618) 770M Ina (513) 5104L566 G WWW. Ennnbr Doom (513) 770-M Ina (513) 51"M � cabgory: Eiderair (717) 38638W PE-02514 (717) 317-54M Category: B*Ww Doan (717) 3g63300 PE-02814 (717) 317.um eabCdb prY: Sedbesl Exbrbr Doork es rmvseteraetlQclopry.con SubCologary �eebraold@dePeY.com SumCbugay: Sidag Exterior Door Anernbees bakiger■mbd.mn Subcategory, SidingExbrWDwAnar�ea b aMrnperQrntwdam CperptNarun Wtluad:CpMlpiicn Makes or LW teting Dormitories uPamntlallod: CArtlflndon orLtatirng Mark Comprom"' McWud: EvaWtion Report frCm s Coagehnea 11 " W: Evakrp8on Reparttom a Florida Reghtwed Archaat Or e Lbnnd Florida Florida RepWuad Arddbol or a Lipnead Flodda CIO PNb6dOnd Engineer Professional Engineer CuagNAsauranee Aoorovedfc Uee Aporovad forUn ow Dofa rluaft Aseaanea Awn Aaorowd for tW JIMA gghg FUIP1631i produces $ng PrmmlMma.xmmmrwx ter InHVHz S Z Raakftnt p AMA E In HIM SLaMSH1QlZ Rhdnt Euaare 37 037 V&W PAN-2F161: 84A, 94, 73, 76,150n, 190, 76, Steel Pan (mid. 26 go.) Single -Car (up to 87 WHO) 0621=8 No Yn No +30 PSFI.32 63 O83 W6.18 PAW2F763: 84A, 94, 73, 15, 15W, 190. 4R8T, Steel Pal (min. 25 ga.) Doubb-Cor (9'2'to ISV (1521rim No Yes No +30 PSFI.30 SBMdnLAsiumnes AO ,eta AppromptitatUm knew Eel■ gwmxauw3m Angrowd for Use asawdfor Lht !heel [hate 76V, 4RST. 4RSF, SRST, SRSF, 2RSr, 48, 42, 66, 4VIB, WINOCODE0174; WB Garpp Door PSF 4RSF, (IRST, 6RSF, 48, 42, 65. 488, 420, 555, GOSS, wW) W)NDOODE60174; W6 Gomoo Door Per In HVHZ Otftm Raised PIOMM $,efll2 1011M Outlawltli Pivlgg 42A WS, GM GDWV, GROS, GR5SV, ARSE. ARBSV, GDSSV, GR58, GRSSV, ARSE, ARSSV, ETA53, EDSSV 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12412018 No Yn No WA 2 SERNFS 42DALUMINUM SGD SERIES 420 ALUMINUM SOD OX, XO, XX 124112016 No Yes No WA EDSS, ED63V 145314&quetx80&grrot NON -REINFORCED W&quot *O&quot NON -REINFORCED 0 Florida Department of Business & Professional Regulation Fate t a 1 Florida Department of Business & Professional Regulation �, d, Florida rtn>mM of Business & Professional Regulation Dept eg wp. t tar t Florida Departlrlent of Business & Professional Regulation Figia 1 or t ■ — Building Codes and Standards 1/arm+e Building Codes and Standards 1/am,e Building Codes and Standards ir"le Building Codes and Standards UMIe Product Approval Application Dead Product Approval Application Detail Product Approval Application Deal Product Approval Application Detaill CU FLa2a1.R7D FL011a37 R7 raftEN&Lei lids ding 1tmPea.ea 21M� !?efs ihL , EAL raft raft rams Ymlm EIS carriedamak MALtrd�e V RikIWs Validated awmam )hte.EmOWa iivOt FIIIQAlmmyd Approved M" � MIXMoral- , an Doom E■WaILLk ! Validated Or Esst >hg jistr1Wd >1aa MOA■®fal Asasmd Alan mm Version , coolant Ya�affi Vad�ea Sty I=A■aal AtvIDxed ALng mu Version � VaWubdBy FlIcAmaaal Aaaaffi Awn Revisor 2017 MI WeWows and Dons Brent swesor Luis Roberto LOmn Steven M. Urkh, PE 09/132017 08111=7 WM52017 IDIIOQD17 Approved Re9bbn 2017 PGT I du ales Dean Ruark MiarnWade SOCO -DER Maarrd-Dade BCCO- VAL 1220/P017 I MMAKI17 1225=7 Approved Revhbn 2017 CURRIES Division ofAADG, Inc Dedk Dow UL LLC Ted Bear., PE 11rJO2017 10/2502017 12/05r2017 Approved Revabn 2017 MI VOKIOWs and Doors Brent sMrgu Arnrkan AmMeclu al Mnw M. Urkh, PE 12292017 12I132017 Validated ■ — Capmy: Exterior Doom (717) 356&MW PE42514 (717) 3174454 Category: Exbrtor Doom (941) 48"10g QBB) 3152590 Cetegcyn Exterior Dons (641) 4D4.2844 (306) 85&1707 Cabecry:iMarin p17)3&i3300 Manufacturers Association (117f 317S45a Aseenli BubCdsgary: SBtlinp Exterior Door Anembllea Subcategor : 50ftethod: bdanger®rrdnM.Com Su6Cesegory: Sdbg Exerior DoorAsawbba druerk@pgtlnduetrles.wm Compliance :Exbd:Door Components Markin CarrplWea Method: Camflntlon Mark dave.detlkl�esnubloy.ao m iu6Cabeod: Single Hung baMnger■mrxd.con Evaluation Report Compihnoe, Meg CedMCason Mad or L•ating cListing plbna aknroa: Certlflrrtlon Mark or Listing �Probnloesl Engiesa sail a a Lloaneed Florida FLallmir417 Prmucb RA74INU Products A Approved be Ip 21" AafmddLtho toad Edina Qu dW A�ffiS!a Approved 1m■ffi Exgn B PJLIuag AggA Prodesl Maid. Number or Nair i in HVHZ E �■ Aagi P 1. HVHZ Outside HVHZ Eraam AsaA 1.Hvw p' QNMKAEEMB .thm AgavoyatforUes how ) IWM 10 SGD4670 (Lage Nab head) Vinyl SVIding rain Doc O042021 Yn Yn Yes WA 1 wr, 707, 727, 747, and $47 Single and Pain of Doom Flush, Glazed, aid Lowered Shuttle and peke of 12412026 Yea Yes Yes WA 2 185 SH 52xS4 FWFlwge Freres K WO Single Hang 10/092W S No Yes NO -Wao AsaA Productlillodall. Nionlawatribnow Product Dismiadw 110M Ouelft HVHZ fiahLW pl a hollow metal doom. 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SW REINFORCEDXXX 12412018 No Yes No WA /43&gUotX958quok Code Veslarr 7 Florida Depardnent of Business & Professional Regulation Fag■, or 1 Florida Department of Business & Professional Regulation Pape 1 Of I W Building Codes and Standards 115rm1e Building Codes and Standards +rereo,e Florida Departmalt of Business& Professional Regulation Pup 1 or I Florida Depsrta7ent Of Business & Professional Regulation Few+ d+ W Building Codes and Standards 1/5=18 Bulking Codes and Standards 1 &tens Product Approval Application Detail Product Approval Applicatlon Deal) Product Approval Application DMall Product Approval Application Detail r f V g, p Sinai EM&N ling EW.PlOdla late lrodgLot 1w dhL � 13 L 7)ml YlMla thin fA� EDt.Wt&LheDae YadtlMd.®r Yidditia $lam fJSSdaermW Aal>romfl ShgM votL IYa! YsoLn S'rgoWd ElNalwi1yelM.ladav YlIWWd A1tOm&ha FWADeda FH&Aoraaal Aamm! $slain 29ft Edit at 21M go Dab Perham DO gob Enw 21M 20 egg Rdt Rw Wm 2DI7 MI WVMows and Dope category. Windaws Brad SMnper AmarIW ArNBedural Steven M. Urich, PE (717)385-3300 Menufedurem Ascodation (717)31741464 12/3V2017 12J312017 01100"S Approved RevNlon 2017 POT 4Mustin Cobe0w. Wndowe Dean Ruadc MiaM-Dade WOO - CER Mipmi-DaM S000- VAL (941)48841100 (ISS)9152590 121202017 120MI7 12262017 Approved > More voted- 1lLerarAl(s Sama EnW— A Lloomet lhlWatod 8r Yenned MM d FQC A-rar l Apw,,d At" Task Ymla mmum hm gmiat EnameerAL Valadt Validated Windows 1WAoermul A9mvea AWaa Compliancy: F6mtl beMper@rMrM.mn Subcategory. droam®ppOrrouabbe.am Revision 2017 CIOM Budtlag products Company Merin WntuNM IMedrd Teding Sonrim NA, Gary Pkehbr 111252017 OBMO/2017 12ME2017 Approved Revisim 2017 clap" Bulk" Products ownPany Mad Westerfield IntedekTeesng Services NA, Gary Phahbr 11MMIT ostiom17 121062017 Approved 1:emplYrw � � Mad o Lbtkng wd poalWkarCakWllod: Cedawtim MadaLbmg O tbbecy: Exbnlor Dons (513) 770-M Ina (513) 5194M Wagner. Exterior Doom (613) 770-60K Inc. (513)5194,688 �^r Subcategory: Sedonell ExIodor Door AesembNss maesterADWCdopa,. Subcategory Sedloal6derior DoorAnanbllea LieAg ZdopaY•Carn 8 CompWeow Method. CarMloodw Mark or Llaterg ComplinceMelmod CerdSceft Mark or Gusset Assonance Approved the AMaoved for Use itimin D.I■ Quolltv Assumenat Approved her Ues Alaro-illAor Eaeia i..L 8A1Ai)39up FLN52794tgProductg Dab InH19S OulddaHVHZ ! Pmmas Aag2 InHVZ End 1 lYaer■ Q AMA ProduatModel. Number OrNesr Ckvkft Assurance Produs DmfflUon Amroyetl for that Aa■Lffi.f. h.1= Outside 1mtH Mae Russed Dnhm f3)wMs AMA PfadratModd.Nu berOrNome Aocoved as Use Awrovento.We InHWa S>NdoldeHIHZ hnmd lisMimme onion !Neer■ 1 Its PIN 73 x 72 Insulated! Glen 04A31201VI No Yes NO +6w-60 9 pal 6520 (LageMWre hoped) Vinyl Fbrad Window 04rd02020 Yes Yes Yes WA CU 85 085 W"S PAN-2F153: 73. 75, VISA, 94. 42, 4n.423, 48B,. Steil Pan (mid. 26 ga.) Sbg"ar (up to 9V wile) 0&21rxn NO Yn No +35 PSF442 102 102 M18 PAN-2FI53: 73, 76, 64A, 94, 42, 48, 428, 480. Steel Pan (min, 25ga.) Doubt -Car (97 to 18'2' 06212028 No Yes No +37 PSFI.41 4RST, BRST, GOSS, GRIM, AR6S, ED88 V01000DE80174; W8 Gaga Door Pap 4RST, 6M, GDSS, ORBS, ARSE, EDSS wide) WINDCODE&0174; WS Garage Doc PSF ♦� Cn V O Florida Department of Business & Professional Regulation Pps 1 tar t Building Codes and Standards 1/a2o1a Product Approval Application Dstall '/1^/1 y J Florida Depar6rlent of Business & Professional Regulation P,g., a, Florida Department of Business & Professional Regulation wge, a 1 M Building Codes and Standards llerm,a Building Codes and Standards IlMIS 13 � Product Approval Application Detail Product Approval Application Detail pp� PP LM Ymbm corftd EDallera&I S v■na.ba � V rAmUd Submitted p OApp>�l AtNesxffi ALOa Review 2017 Thedm•Tru Corporation Rick Wright Lyndon F. Sohml0t P.E. Ryan J. King, P.E. 10/182N7 10/1&2017 102mill' 12/12/2017 Approved Category: e5 brior Doom (419) nS-1740 PE-43409 (813) 767-g555 LU l BubCaIaVM: Swinging Exhrlor DoorAmembliee dekw®mbMlinawo de. ec Disk Prwww Rik Rim Bea 21M S,9tlt ROW Or 21M Eta DN Pawm 21K OospsrweAd . Evaluation ReportSmn a dons G mm Ilmgn 111 Ins): contod sha.ata�Lialmyalld■edW validated Sly MCAgorelal Aacrowled Aatla 71mt Ymgn fAwuhn6nW cmant E■Wa[ildgentia VaYodedBy Validated Submitted ffiddamYM Aaarovs9 aid■ Florida RoglobrodArdrtledaaLicensed Florida Pmfseoww Er~ Q Revision 2017 PGT Indnbles Den Runt: MIaM-OWO BCCO-CER MYemLDatlt SCCO-VAL 12rVM7 12MM17 12252017 Approved Revision 2017 MI MAWOnand Done Brent SiMger Amdra an AtddbM. cpnrel seem Ll*k PE 01103=18 01/0302018 Validated caeego.mdovn (941)4MMOO (78813152590 Cabpory: Windom (717)385-M MonuhqureraAnoWSon (7M 317.8454 SumCabgoW. Single Hung SumC■Segory: Horizontal Slider beMngapmiwd-ten ComOW" Yahad: CeAlAmtlpn Mad or Listing CrmupBrua Metled: CerWnti0n Mork aLidkg Asg.4 ProdutMaW. NrmWara Name cooked expiration Deb In Outside Resistant, Emam BALVAUzmtva EL*INMMPmduds 1 a. &gueY,1°berCWalo&quok, &quotSrnQO1hSar"ot, bbe39;$ &qu0timped&quot Glazed Fiberglass 12/312021 No Yes Yes WA Q Questl rdl.11maa NW l�lon AfN�.m[.4ha Approved .for U h]■ffi Doom &gaotSqual; nRBquot a &quatChseldyreR ��00t Single Coon - P) heMp or Outewing configuration J Aa3 prerhGtJ>�gn InNVEM Skid laMa�l preelaIm Aaat Product NO�N.NUM tine InJ,VHE Oubd&HfIZ gnbhut present! 0- 7 SH-WW (Lags Missile In"01) Vinyl Sin(pe Hung Wallow O7r6mm Yes Yn Yes WA 1 HS 188 Fin and F1pr+g• Frame 7342 Insulated Ohm 02M62018 No Yes No +56/d8 SHEET NO. 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Boulevard Compounds s CM) 924-6470 (SOB) 839.1344 Catspoy: Components ( ) BS9.134f Category: Shuouat Components (253) 92A-&t78 (800) 039-1344 SubCa"SMY: Trace Plata dwedQmS.am (205) 0" 00 SubCategay: Engineered Lumber Robed9aMwkm�weYams SNUCate9or: Engineered Lumbar RobertBakhetrulk rho Subcategory: F�gkcered Lumber RobmLBaldwlombe Compliance Method: Evaluation Report from a Companies Maarod: Evaluation Report from a euser.com Evaluation Report hen a eussLoan C:ppnplWros Mahe): Evaluation Repomtfrom a eusercon Product Evaluation Emily Product Evaluation E Product Evaluation Enthir Product Evaluatlorn E PUr1b27a1 Product PI321W4M Prodavb GamesAaPmm Approved for ties AmprovAdjor Use liars 121" PLaa8274M Produces OnesCAtiNf&nce Approaffid i roes Aaatavackbr se ward Rift PLm.4, PJatlactis A0arr Approved lor if" b2od DOOM Q&(IQL Approved list this AssmavatlFor Use, Imaint Design ANA Producalillockill.flumbercrillsam Pt duct In kM f PENIM AMA In HWM Dow& Resistant Ila Pmmkxd Madat. 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Number or Name Product Desprintio Centred EXpiratlam Oate In HVHZ Outede HVHZ ResistantPr-Kn 1 0.032&quof; Aluminum 5V Comp inn 0.032&quo; 5 V Crimp Aluminum Roof Panel 04/12/2024 No Yes NIA +N/A/ over 15/32&qud; Plywood -f08.5PSF 2 0.032&quot Aluminum Gulf Ldr Min 0.032&qud; Aluminum Gulf Lok 16&qud; Wide 041122024 No Yes N/A +N/A1 Roof Panel over 15/32&qud; Plywood -116.OPSF 3 1&qua; 24ga. Gulf Snap 1&qua; Gulf Snap 24 Ga. 17&qua; wide Roof Panel 04/122024 Yes Yes NIA +N/AJ--131.OP6 over 15/J2&qua; Plywood 4 18quoq 24ga. VersaLoc %qud; VorsaLoo 24ga 16.5&qua; Wide Roof Panel 04A22024 Yes Yes N/A +N/A/ pier 15/32&quot; Pywood -138.5PSF 5 %quot; Versal-oc.032&qud; Aluminum 1&qua; VersaLoc min.032&quo, Aluminum over 04/122024 Yes Yes N/A -NIA/ 15132&quo; Plywood -101.OPSF 6 1.5&quo; 24ga. Gulf Snap 1S&qua; Gulf Snap 24ga. 16&quot; Wide Roof 04112=24 Yes Yes NIA +N/H/ Panel over 15/J2&quo, Plywood -116.OPSF 7 1.5&qua; 24ga. VersaLoc 1.5&qud; Versal-oc min 24ge. 16&qud; wide Roof 04/122024 Yes Yes NIA +N/AI Panel war 15/32&qud; Plywood -123.SPSF 8 2&qua; 24ga. MegaLuc Min 24 Ga.2&qud; MegaLoc 16&quo, wide Roof 041122024 No Yes N/A +NIA/ Panel over 15/12&qUd; Plywood A08.5PSF 9 24 Ga. Gulf Lok Mn 24 Ga. Gulf Lok 1S&quot Wide war 15/32&quot; 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seem Mn 24 Ga. Gulf Seam 16&qud; Woe Roof Panel 04/12/2024 No Yes N/A +N/W-93.5PSF werlx4 Wood Purling over 1 M2&qua; Plywood 11 24 Ge. Gulf Seem Mn 24 Ga. GulfSeam, 1 3/4&qud; Snap Lodi, 04/122024 No Yes N/A +N/A/ 18&qud; Wide Roof Panel aver 15/J2&quote Plywood .108SPSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15r32&qud; 04/122024 Yes Yes N/A +NlA/ Plywood -156.5PSF 13 26 Ge. 5V Cnmp inn 26 Ga. 5V Crimp over 15/32&qud; Plywood 04/122024 No Yes N/A N/A/-131.PSF 14 26 Ga. 5V Comp Min 26 Ga. 5V Crimp Roof Panel over 10 Wood 041122024 No Yes N/A +N/Ar Puriins over 15/32&qud; Plywood -156.5PSF 15 26 Ga. Gulf Lok Mn 26 Ga. Gulf Ldr 16&quct Wide Roof Panel over 0411212024 Yes Yes NIA +N/A/ 15/32&qud; Plywood -t61.OPSF 18 26 Ga. Gulf Lek Min 26 Ga. Gulf Lok 16&quot Wide Roof Panel over 041122024 No Yes N/A +N/A/-63.5PSP 15/32&qud: Plywood 17 26 Go. GUIfPSR Mn 26 Ga. Gun PER Roof Panel over ISM&qud; 041122024 No Yes NIA +N/Af Plywood -154.7PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget oft 328/2018 Quality Assurancs Approved for Use Approved for Use )moaa Dwor1 90o a Product Model. Number a Name RodM Oascrwtlon Contract Exolr*kn Data In HYHZ Outside HVHZ Resistant Prnsure 18 26 Ga. GuItPBR Min 26 Ga. GutIPBR Roof Panel over 1X4 Wood 04/122024 Yes Yes N/A -NA( Puriins over 15/32&qua; Plywood -151.7PSF 19 26 Ga. GUIfPBR Min 26 Ga. GulfPBR over 15n2&qud; Plywood 041IM024 Yes Yes N/A +NW -154.7PSF 20 26 Ge. GURPSR Min 26 Ga. GUIIPBR over iX4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -151.7PSF 21 26 Ga. CORA, Min 26 Ga. GUIIRIb over 1X4 Wood Pudins over 04/'122024 No Yes NIA +N/AI 15/32&qud; Plywood .184.2PSF 22 26 Ge. Guifft Min 26 Ga. GUIfRib over 15/32&qu t; Plywood 04112/2024 No Yes N/A +N/A/ 23 26 Ga. GulfRib Min 26 Ga. GulfRib over 15nUqud; Plywood 04/122024 Yes Yes NIA +159.2PSF N/A/ -159.2PSF 24 26 Ge. GurlRib Min 26 Ga. GulfRib war 1X4 Wood Purins over 041120024 Yes Yes N/A +NIA/ 15/32&qua; Plywood -164.2PSF 25 29 Ga. GulfRib On 29 Ga. GulfRib over 1 X4 Wood Purllns over 04/l22024 No Yes N/A +NIAI 15/32&quo, Plywood -123.5PSF 26 29 Ga. GumRib Mn 29 Ga. GuffRlb over 15/32&µlot; Plywood 04/122024 No Yes NIA +N/A/ -146.OPSF 27 29 Ga. GulfRlb Min 29 Ga. GulfRlb over 10 Wood Puffins over 04/122024 No Yes N/A +N/A/ 7N6&qud; O.S.B. -101.OPSF 28 29 Ga, GuffRib Min 29 Ga. GulfRib over 7/16&qud; O.S.B. 04/12/2024 No Yes N/A -NIA/ -116.OPSF Search Criteria Code Version: 2017 FL a: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL C.rrpllafwe Method: ALL Quality Assurance Entry Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL hnpact Resistant: ALL Design Pressure: ALL Oats From: ALL Date To: ALL N N C6 -� U N 2 C CO -0 � � O � O L = O LL CO (y "0 .� Cn 0 U C- . � r U) a z z W J V 0 Cin -t= 0 W (D CO O Sa_ CL Q U O V Sapp °- r V I W cW C Q Z Z Q J IL SHEET PA 1.3 P