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Home My WebLink About3203 Lytton Hall Dr— L— ■ ❑ ❑ LL�j El ❑ ■ EJOLID 7E] F7EL1. FE L] 1 E11711 p 10 E] EEl F71F11FE❑ FD7 — 6 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 ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLKorBLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P, Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Gig, Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CT or C.T.Cont. Continuous CT or . Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/Feet FTG or Ftg. Footing FXD GL Fixed Glass GALVorGaly. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KS or K.S.KNVaII Knee Sp KS or K.. Knee Space LAUN or Lauri. Laundry LF o L F. Lavatory LF or L.F. Linear Ft. LL Lintel Length M Laundry Tub AS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Plt. Sh. Plant Shelf PLT HT or PIt. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RNDorRnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW o S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR Vent through Roof W or w Washer W/ orw/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDWHDR orWDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener VW Welded Wire Fabric (Mesh) S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS &DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCTAPPROVALNUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS AL WORK HA H . REVAILING i 1 - U"IQ 140E, N ION�h Fr Irk I Ir ` . . 'THE 0 .. ,i_ r i LS INANCES PLAN REVISIONS DATE VERSION DESCRIPTION �e 08-20-15 1.0 NEW BASE PLAN ® �QVu{1 .e pp CITE` OF°TERYrlH� PLAN 1�3� f:�'vi i 1,a.`.S� � 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 1941 0 !1 n� CD co O — co N z� Q Ln CD LQ QJ C w w r0 C, N o 0 m W 0 M M M a co — U _ J9 [2 0 N O o 0 �00 �Crn -QLL oCno M Q o B D® v N o m rn � ib v � Z W z w z U) � ,o W "r-° a W — �� s .4`a Z� y��0'� N � � Nr o tt d 4 ��r��Ar'r"t�fFEtij[Ez.St�� eb, 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 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z �o w� Z u,aQ�ir U400 UozZ oFo wLLJ L I ZZ Y U F I Z Z / N3: W F= Z O U = �u LLI T� >� O p aUA J �o a X m U 0 Q y y Z¢ Z Q ,1 Q�2<� Q oo Z LLoP � Z �"� L0 a it 12 =0Z0 w LU w C Q v� I'�- u� U Q O N Q Z ICeZ a Tt �O Z LA (Y Z ao m Z J Cn O � = a rn T-4 a cn o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION N0. 4mO SHEET NO. C S C d w 65'-0" o A o H.B. S3 EGRESS EGRESS I O-0 8&1r6j'P06Rf \ v 3ACPAD \ -- as -- -- 3e iv a I FIBERGLASSo� N I A \ Mw I SURROUND S3 R NG \ in° r" LL I TYP @ 1 M o Nof I 2„ \ °° 20,-q-„ff RON- 10' 4" 10'-42" v 2,�, I CS HEf2'- 5,- 1„ 0o O U) \ I T C7 io I I I - o W TI ESI Kw/ ISP I, `� o CAFE W N tlu I BEDROOM 3 ' BEDR OM 4 cow O to 8 -0 CLG. PATIO Z) \ � D.W.D.o o I I L _ _ _ I BEDROOM 2 8'-0" CLG. CARPET n _ ,ILE G 8'-0" CLG. CA PET "W r b W CARPET C==---------_� I o � 8'-0"CLG. - � c=n� I oE' 1 OPT CARPET I o ° LoZo REF. I Cl) 5068 B.F. 77 4068 B.F. 4'-0" - 11'-78"I 8'-8" 5'-4" 14'-6" I �5- T-6" N 6'-10" 4'-7" r, c; �I_oo r- vilW I --- ---- R&S N -------R&S------ N 2668 Cl) 2668 T �, HDR AT 7'-4" 23'-Os" S-10" T-8" 10'-108" I 5, 0„ , 6„ 7 „ r� *_-I L3068 --ENTRY _ ai '� FAMILY R M 1 I 8'-0" CLG. 9'-4' l= . � 2:12 VAULTED CLG. T O M I 9'-4"CLG. `" I CARPET o o R.A.G. (4) 2x4 #2 SYP _ o0 STUDS W/ USP CC G.T. CK S3 HTT4 @ BASE S3 S3 I in C71 Ile, AHU r----I I NOTE: ISHED I WALLS TO BE 1 I 1 8'- „ C G • L? ILE 1A IIcN.i I F--. FLUSH. VERIFY IN I S3 5'-4" 4'-0" Ir Q FIELD. OPT. D OPT. TYP @ 1 STORY TI 1 1 1 1 I I I I SS (4) 2x4 #2 SYP STUDS (BERG LA 11 1 I WUSP HTT4 @ BASE SURROUND ��N OG 1II 1 S3 ------ - , C, HANSON 1 o60"x6" I I C.0 SHOWER BOX @ 36" K,`� (PEDGE 1 w I Q A.F.F. I I OF SLAB 2" W I I DRYER VENT I BEYOND WALL I I 0 I I 2868 5'-3 " 82, T 10" THRU ROOF I I r` I W 17'-0„ s 2668 7'-8" I I 20'-03„ a j 175 I -1 3'-0" OCO �,-� M0 I I I 2 CAR GARAGE W N T T I 8'-0" CLG. I I OWNERS SUITE0.B/A - W.I.C. I 8'-0" CLG. FB o0 8'-0" CLG. I 2'-6" BUILDER TO I I I TIE 1,11 CARPET CARPET 1 I PROVIDECD 1 I I APPLIANCE W.H. PROTECTION I I I I I 4(0---" INE 0 I 0 5-SH 6" DP5, t _________- J N WHEN REQUIRED PER FBC L T- ------OP I R&S I I A D H,134 S3 S3 -10" T-10" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" H2 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 } X 25 4 S.H. 13 20 X 38 j 18 4 X 37 j S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 4 X 71 j S.H. 11-12 271/4X26 26X25J S.H. 11-113 271/4X38i 26x37-1 S.H. 1 H4 27 4 X 50 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 27jX72 26X711/2 S,H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 37 X 63 36 4 X 62 1/2 S.H. 26 37 X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 j S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 j X 62 4 S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3.Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M 1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min, of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 GC� SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 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 11131 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED PLAN B 1 EXT FRAME 2 x 6 R-1KRAFT FACED FIRST FLOOR CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION IR-11/R-13 KRAFT FACED SCALE: %4'=1 r-Orr (GARAGE / LIVING) 00 IJ �0 M z� 0 z z _d a. z U)Uj U crs 4--J w C6 p •0 w LO r„ C/) o o0 CO N l--- E r- f0 M - U O O N " CJ 0 o � he o Q rn o Qv v M Q d A B D. N C B D C N N rn m O M5 h ONO Z W cD z U) LU W j cLL o a Z �0- S� p �o W a� Z a-, °�� Q A LLZ W N `,A� f9F f, f WWWgD C"aM zz lJ •, 1 ?0FE- dytr9/PfI�III�tC11�E�:�, 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 0 Uo UJ ¢� w¢ofc� uzoo z 0 z Z 0 wz J Q 0 rwe / \ _jO m N Q 0- z L ,/�■ O } U 2:Z ,�/� i� I_ a LL 0 U)3 0 Lu J Q �� U = yTJ' > µ°goo O J wog O U 0- a 5-- N ZaZ� wwa ¢au� Q 0Pg. z z - O f 2 w¢ W _I III 7� tL Wc L Q ="z o F Yu 8~0 Go fV Q z z � Z �ZS Z go J� 0 Or, Ck 5 = ¢z T-A a V) o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4n0 SHEET NO. 1.0 r'ii,il VI�I',ilY_ I_I ':I. �� 0 M I MIRROR ... IIElI A G III J'I OWNER'S BATH DW ELI KITCHEN ISLAND OWNER'S BATH KITCHEN O 00 0 co KITCHEN BATH 2 O M 0 N 0 M 2' INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" zM 0 —o z�z a t� z w CB o �V — 0 w Ln o c� `— ca ti CO N oo 0 p L6 Y 0000 Y r m 0 v M Q O Al B D® N N `O -- N O O M � � ONO Saco Z W z v � Wm V 4 Z � a3 N:9 ELL rn LU ,W..*..FD3E1�Li.CO�JI ` w. Firf /y O F E S S {t `0'ft t6�.� c�ardFt4i';ar:ta 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. LE R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ or z ¢ z 0 Z t=Z� J°AID ID au- u- N < F � Q ^L, W W Q zO Q O i Z a 11 zd U w ..L.� T Z O YO ZO QC�P J U��a O N oao� zwZ¢ ¢¢� Q o�� Z Z 2 0 a a J ri w LJJ Q LU = ¢ z S¢< O N Q Z Z a0o °0 = � g T-4 ,� o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION N0. 4n0 SHEET NO. 2.0 rn 3 c N v 0 rn N co X) I rn . j m rn a> v S M 0 0 J O cV co Ln I rn a> it 's `o 3 rn 0 CV 0 E E 0 Cl- L v t� 0 0 UI U v O U 7 Z in I Y / C 0 v J ID L7 N co 00 c3 v 0 0 00 v .a 0 Z 0 m rn 0 bo M. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. —� SPECIFICATIONS 1 1-011 1" x 9" SMOOTH TEXTURED HEAD/BAND 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. 109< 12 5� 1" x 9" SMOOTH TEXTURED FREEZE BAND -------------- HEEL u u u u < - 12 F30 00 ■�_ _ __,T.O.M. TEXTURED • FINISH ON .1 .. 111 ETNE 10 1 FE1 I I +3" SMOOTH \—TEXTURED BAND T-0" RIDGE VENT 12 5� 14'-0" RIDGE VENT 12 �5 SILL A t* PROFILE ELEVATION 1 DECORATIVE SILL FRONT ELEVATION - 61 SCALE'. 1l4"=1'.0" HDR HGT. ------------------------------------------ ------------------- --- --------------------------------------------1_0------------ 7-0"TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F. FL. RIGHT ELEVATION - 61 SCALE: 1 /4"=V-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 61h 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. T� I oil t 0 z� o z�z Q a Z QW �U — O W m o �V) e— � U a^ COW t— M c os co tV -0 M N 0 0 � I. Grp „llui� U LL co U) o Q 0)Lo fl-o Qv rn Q o BD® NNC� N �O O O N ZW MN 4z w z w� LL co Wcu W V Chz Q o ¢ o 0 U) N C N O onO — NLL N au F.SE N ElE J Wl�' r J\� l�J..l F�� t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz tt0 ui wa za f vJ z W¢Q�Of zoo O oo�� ozz d `J I O W � O m OO '" I"' i rA' J � z o r U �z ce i� F- 5 0 � 0 a J W .9 U T� Q 000 <YP I- O J z �o- O V 0 g N Z<zz W Z Z � 00u-0 2'2� LU L11 ,-IW W ¢ =C7Z0 � V O N a z Z ��z ao8 Z m O O� 2 f aLU 17-1 ,- i a Cn o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION N0. 4mO SHEET NO. 3.1 C a Tnm - —44 1,_�„--- EXTENDED OVERHANG TO BE CENTERED - ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) REAR ELEVATION - B1 SCALE: 1 /4"= V-0" 12 5� 14'-0" RIDGE VENT 12 Z:Z'�5 7'-0" RIDGE VENT 12 �5 1" x 9" SMOOTH TEXTURED FREEZE BAND — — — r — 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --- — T.O.M. , 1 '-O — - - - - - 1-OHDR HGT. ------ - 1'-0 ---------- ------------------------------------- " TEXTURED CEMENTICIOUS 2'-0" FINISH ON C.M.U. - (NP) TEXTURED - C:) CEMENTICIOUS ap o0 FINISH ON C.M.U. (TYP.) --_ F.FL. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t i - - - - - - - - - - - - - +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER, **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 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 / SO. FT. iO ::! :?<I CD Z co O — O z(0 N z� J a 4� u, LU �U — O w r2' � o (�6 U o 0 CD N W p 0) M C M M — = O o CO o ¢ o, 0Yao 0 v 0) Q o AllN B D. C �C B D y e 1 N W gz l:�' z U) Z LU`" Z. .o ai m ii I � a LU Q 110 Z p co o N .9 o�� Z Z Vi�0 LUa NQNw o N u! J O %4CO A ( 1 • /r. 6� �4 V. ©F E\V / rflt§t113 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 Engineer's signature and seal. NA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com is oZ �o Wo z d U �a ~ Z u,air� Uz00 _O F_ C LU Q�2C'2J y ao Lu o W m 0 z `• W ( 1 LU z ° Q U Iriiii LU aZ Z IF`Ti a N l� z o .0 z - U = Q < y°00 - Y I-- L- U 5 m C U C Q a � J k N . Q< W a ¢¢U� 00 0 z Z *•-1 oo C) a R LU Lr) -I LJJ 0¢zo u CW G � Q �o�a 2 H F c N Q Z z ,�z a o $ m � _ `uJ ,-I a cn o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4n0 SHEET NO. 3.2 2" 1" N i- in iv 2" iv oo `D 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" �,N N 12 CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1 -54" 1/2" RADIUS 1" 4" VARIES VARIES Ma CO. Mla M,� rIN CAP N 1" 1" 1" 1" 1'-0" 1 0 M 22" 12" VARIES VARIES -1N 1„ 1'-4" 1 1 1/2" RADIUS 4" 34 , 4, �Tv 1" 3 4" 42" � � Miv N AFTN 3" I VARIES 12 1„ z 2 321' 11" 31" 1" 1" 2 1/2" RADIUS BASE in *- CO • N BASE 4 • �N 12" *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENINGLu 2" �N 6 1'-6" 1" 1'-4" T 1" r� 24' • � 1-1/2" THICK 1-1/2" THICK • ' 101, e N 04" TM 24' "" N ANr M I I 1 10" 6" `� _8a cb`� 3 4 2„ N 2 4" 3" 6" 2" 2" �' fn fn Ai 1-1/2" THICK 32' T 2.4 4' 52' 1. 5„ 52" (241" o0 N 1 4 3" I I �M 54 " all a 1" 12 _ O VARIES VARIES 1 2 N � ^M i ro VARIES VARIES 4„ r --------- N ; iy pp R6„ 2 ' M 32 • ��" �, 2 44' � Q� • KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" 00 KEYSTONE F11 OPTIONAL 3" 3" 3 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK &SMOOTH FINISH FOAM/EPS MATERIAL IS ACCEPTED 6" 4" cD R44r„ 2 � VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4 14 11 6a 12 54„ 2'_1 1,_1�� 54„ CO 00J. 1" v 3'-" 4" 3'-0" 4" 10" 1, 4" 101, o m - '\ c� iv N 1" CID N R63 (V �9IT M M r E4 L.Ei 170, 2 N M CD Im 1'-1" 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH In IU L V u LO z M O o z 4 a 13 V) CD a) cn w O w Lv 'Ln N t— o2 F- ,1� U co o r- m w F— N M m M U MINS 2 -0CCM p o 0 L O W co 0 Q y@ h po Cl U-) SL v rn Q o B D. N C�V N .'cN-i M Q> ONO Z WMgZ Z U) ~ 11= " W o z LU N v N Ca W — 'i o a v 'g � Ck zCi ¢ � � 9 0 V m o , JJL Z � M- Q LUaNaM O v U O W W W,FDSENG. coM 0 CV O 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. LE mim' MAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ O Lu Z¢ f a wa00 �zo0 tr J =owz J Lu Q J a w 2 A VN I` LU O Z Q ZO r U a C: O �- - w U W 9 O i-Ol �Yr2:0 Soma w E-.- k N ZaZ4 Q d' o�� z Q1 O O di =UZO J rl I.0 Fa-<U g � O N Q Q z ��Z z � 5) Cal O M g LU = Z Q� rn T-Ill a cn s SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION No' 4mO SHEET NO. F1 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 MAIN O 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 NEMA 1 2oo AMP #14 copper to lights 8 outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground WITH CODE APPROVED 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. T Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER � wP WEATHERPROOF DUPLEX OUTLET vGFI 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. P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;O� EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) kD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR Ci T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT W I WP DISC. GFI H. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS GFI \ -- —_ --- ` I o ROUGH -IN FOR \ RANGE _ LIR IGHT PRE -WIR E RE I / \ PENDANT AS / �- I / PER SPECS \ 2 I O U. . S IT H ROUGH -IN FOR y � /� / I OPT. CLG. FAN!\` ROUGH -IN FOR _ _ _ INK ! DIS I IGHT PRE -WIRE G I OPT. CLG. FAN/ tt)4—\ ' \\ GF1I 1L_ _�I ❑o _. GF �II � / PRE -WIRE �AFE D.GFI BED OOM3` BEbROO ''.. BEDROOM 2\\,\ S.D. OPT' I \ F M REF. I 4E U.C. OUTLET C.M LM U.C. OUTLET — — — — — — — — — — — — — — — LS.D. S.D. f3 OF— FOR DW=______ ROUGH -IN FOR OPT. CLG. FAN/ \ WP LIGHT PRE -WIRE GFI 12 _-- ENTRY � FA R M \ \ I CH 3 NEC=—=MM—Mr.J 4M7 �TA GFI @ 44" A.F.F. — — —------------ � I I 71 \ \ I I OPT, o T IA1 1 I I I C.M D. I I I I 1 I I I 11 I S.D. \ \ \ �o VP ----------- GFI @ 44' I I I ROUGH -IN FOR I A.F.F. I I OPT. CLG. FAN/ I GFI FOR I I I \ LIGHT PRE -WIRE ( GAR. DOOM I GFI I I I 2 CAR GARAGE G V \ I I I I OWNER'S SUITE W.I.C. � I I/A I I I I I I 1 I I I I I I O20 I II --- j D VERIFY LOCATION j I PFIl — — — —J ELECTRICAL PANEL L_IRRIGATION GFI ---- (� ----- r� AGFI @ 44" A.F.F. RECEPT. '—' FOR ALARM VERIFY METER H.B. SYSTEM LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN_ DD V z_M 0 z E3Q Z w �o �V — O w c t/) ZD m t-- o f- U to 0 m N LUp N fM _ai O o N C) 10-10 �"00 ono Q rn 0 off. Yc O M ONO H goN o O Z Lu �. 53 LU 8 _ W V LL o a v Z U) c4o LLZ o�C14 o U)� � Z W N OO U O El 171 WWW.FDSENG.COM rn 0 CV 0 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 wuj ¢£ f Zw J � Z0c t y 0wZ a p m two U on L zO Lf U Z a LL w J N3 LU 0 -0cc _ z a J w O O�Z 0 o z UoM N g a 0 zap¢ Q °o '-0 Z Z w0Zo � Cy Q LU�+/ J 'T^ r-I W W OUZO < U a¢ O kO Q Z Z �¢z Z S L!i g 0 ¢Z o = n r—I a V) o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4n0 SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS — B1 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 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. II ROOF PLAN 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. U (D V z M _ o z � z� 13 C_/y w M p �V — O LU o �� U 9 p m N W � of — i3 0M M N M _ ,-pp O O N 0 U w 1ar < Yo LL 00 � ao �Crn U) no vQv rn Q o BD• 10 O o � � zo �� > -' Z W w z J� c � a cn " o � tzt w W Ch LU lz -E a Z a 0 . v 9a' o 4D N ° - , om LLz ViM M- "--W W W YE)SE Cr.COnt. w �-` w E �r�F`t€�tttItIE`t�`'. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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 oz �o Wo za <¢ w¢cetr Uz00 Za< � w ZQ 00 a w p ro w 0 '< ` U W N F LU L �1 LJ.. z z z U z z W 0 • z V W VJ, oRQ Q ■ ILL Q U J O LU O b �0< � N z� z w aaLCe a 00 0 z °0�2 z �aget2 J�—{ W a z LU Q oQa 1az 0 N 1,0 Q z z ao t LlLn o rn J = of SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4n0 SHEET NO, 5.0 5'-4" H.B.+ V-98" T-2g„ A TYP @ 1 STORY S3 U.N.O. 2'-1 W1" 5-11 ■ ■ ■ ■ ■ ■ ■- _■ ■ ■" '■ ■ ■ ■ ■ . .. ..... .. 5 . . . . . . . . . . . . . . . . . . . . . r-------------------: --- :--------- --------,=— —------------� 01 .: { I o �\ \ \ 16' 0" 1 2'-94„ 6'-10" 1 ..... 1 ; : 1 :: IIII M 101 I ■ L r — — t 011 I 00 o -3 1 /2" I \ \ _ _ SINK / DISP ----- I in 10 ( L S3 I \� \ rr-=-� \ \ D.W. \ \ L :; r :: III � III "' A S3 �' o r L L - \ \ - - �_ _ _ _- _ _ _ I CHASE TO ISLAND ' • --- --_-- -- I Gill I TYP @ 1 — — \ \ _--- ---- -- T STORY U.N.O. STEPS AS REQUIRED PROVIDE 1 Y2" RECESS \ \ CJ L - - FOR SGD. REFER TO \ \ _ _ - _ - - _ _ KITCHEN - - J CJ OPT. : ISLAND REF. , , -T- CJ : ; : • : • • • • • • • • • • • • • • • CJ : _ CJ-yI :: • ; : ; ■ 11, 10'-104 PER FIELD I MASON'S SLOPE FOR \ LOW WALLS o CONQITJONS WIDTH \I\ �\ \ 16-10" 12-10" r INDICATES FILLED CELL w/ 3000 PSI \ \ " ........... CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB \ \ HVAC CHASE """""""""' BASED ON • .. """"""' O 0'-0" """""" " TOP OF CONC./ PAVER "' TO BE 4" : ■ ■ ■ ■ ■ 4'-0" 4'4" 4'-6" TYP @ ALL PLACES SHOWN HOOKED FTG. DOWELS 5" EMBED \ \ \ LOCATION BELOW FIN. FLR. W/ 25" EXT. ABOVE SLAB "GRADE 40 \� \ \ PROVIDE %2' x 9" SLOPE STEEL" I \ I RECESS FOR FRT. POOR ih L d o \ \ \ 2'-6"x2'-6"X1'-O" '�' �_4„ S3 r 25'-1 O 2a" \ \ 9'-51za W/ (3) #5 E.W. 5'_0" in OP \ \ ■ Q \ / 00 TYP @ 1 STORY S3 I S CC U.N.O. 3 S3 (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" 781 VERTICALS w/ in ■ • fv f FILLED CELL7 7, 1„ W/ (3) #5'S E.W. 2'-6'Ix2'-6"X1'-0" o Cl) 00 M:. G W/ (3) #5 E.W. S3 OPT. D PT. I : -3 1/2" SLOPE .........> .. ................. r 5'-3" V-10" S-6" 1 0 1 O ■ CJ CJ I 3-1/2" MIN 3000 PSI CONC. 1 2'J 4" 6-5" S-2" SLAB FOR HERNANDO I COUNTY ONLY I J oo 3-1/2" MIN 2500 PSI CONC N �� K _ S3 SLAB OVER 6 MIL VISQUEEN M S3 1 VAPOR BARRIER I ' iv I 35'4' 20'-6" ■ I BUILDER TO 1 :: PROVIDE 1 (2) #5 REBAR 0,-0- :: I APPLIANCE VERTICALS w/ in : 4'-011 12'-1" ' O PROTECTION FILLED CELL 00 W.H. WHEN REQUIRED � � �-' PER FBC J - — — — — — — — — — — — — — �-- — — — — — — — .:................:........... .................. .:.:.....:...........:.........., -1�-j ■. :...... -1 � ■ ■ ■ ■ A H.B.+ S3 TYP @ 1 STORY 5'-75,. 6-4 3., U.N.O. 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5-23T-15„ a a a a MN1M 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 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. ' HORIZ. REBAR, TYP. •-•• �. U.N.O. :. :. :;:.: '. -Alternate: �• �• �• �'; The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" r 0i I j� AJ , (.9 CD O N d E3 r V ) z N 0 Q) C w • U w O o U o 0 m N w N M O) M f0 -gyp M _ UUU8U o o w aj U ��oo a) ¢ m 0 0 � CL rn d o B D® a, N O O n N gN&3z Z W o w W _"'"`r^_I > C v cnrn � Z N z in WUM y J t-n� `. �iSW 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 200 1 Tampa, FL 33607 www.LennarTampa.com 0 z w Z zoo < z z J �oWW IlZ �a�J Z C)c 0 LL _ O U V O W ¢ z } U f z Z \. Z N Z 0 z OJW V = T'—I 0 �* 000 o 0 d J f O U 0j d O N � zao< zd N u • r. � 0 � c�� Z M T--L LL � LL LU a W Ln Ll_I Z ri Q LnFo w o c) Z Cez ko Z az Z m = J un a a U o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION N0. 4mO SHEET NO. 6.0 lI 1 1111 -I J-1 1111I 1 1 1 11 i A (2) A A (2) A (2) C c I A w D D D cDo cDi, w m a m Q D D D Q Q Q Q D p D rn D o0 D o D Iv W W w n�i n G) CJ3A CJ3 CJ5B EJ5 D w EJ5 EJ76 EJ5 r t7 ti✓S EJ7B EJ7A D1 CJ3 I ` EJ7A CJ 1 ` EPA I EJ51 > G)<__D(2 CJ31 EJ7A ` EJ7A Nil G1 EJ7A D G7 A _ _ 1 7 EJ7 D1 I EJ7A 1 1 1 1 1 1 EJ7 I EJ7A 1 1 1 1 11 EJ7 EJ7 0(2) EJ7 EJ7 EJ7 A EJ7 I S3 ER i EJ7 CJ5 CJ5 CJ3 (7 ` L � CJ3 cn L CA CJ 1 n L n L A A S3 (2) A (2) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 112" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 118 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. /(20) 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)1061-112 K HD3B * 1 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L D5B * 4505 785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d 45 555 12-10d X 1 1 /2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS + +) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY LEDGER (A) i$ INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. SCALE: %4"=1'-0" I N�r� ir",jo � LL, LI Z ch _ o z�z Q C w is p �V — O W N L o � (, _o 0 m N W f— N CM M O)ca N M U _ ai :0 O o N / \ N �J L L - 00 41 Q CP 44 N Q rn Q o A I B D® N-8 D C m--e N N ZO 42 N O O N 2 Z W MNOO,pZ w z A� J Eq C ii � ti O w , `r LN . a: w W ¢' E 0 a rn � O v � C3< O m o Z Vf M m 0, W aN¢"A ':. . WW-GV -- bSENCq.4Q1 ;/ �,y' ='\ Iff�rl.7 GVa 4,e b tgMf rjet�,1S�V Ofluit111*5 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 0 � p ¢� �F z w -�80 ZU a�aQ Z Z n Li- W Z LU0 J 9 . W � 0 J K U'uJ �-N w I z � ZO U 2: Z U_S rr 11� O Z J O �J T7 LL \ ��o F- Q J LL O Q U �0 WO�a O U N Cr Z<Za Q< L Q �0 z Z o°o �o� a o W J Lfi 0t7"O U rl Q Z V) V F 10 z kp Z a o 0 00 Lr)Z J� c = a SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4nO SHEET NO. 7.0 III I1 I I ..nI:I:I., , I I V 1� AT H F 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 17'-4" and longer with a nominal height of 8" meet or exceed L/1 80. 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 <1 .0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, L01TS RIMM ik�m E IVA 8 8 1 -013/11T 8F16-16/1T 0 N 1 a g 8F20-08/lT M E; M M a E 81`44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T (9 S (9 (9 FORM & GROUT SOLID J J A — 7.; r C'4 < 9 uu _J #5 BAR CONT. 8F12-1B/1T k V' LINTEL DETAIL SCALE = N.T.S. C TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR EBA @ BOTTOM OF LINTEL CAVITY :J LLI B/1T Z2 .� m 0 L6 Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL. 0 HEIGHT 1L_ MATERIALS T.-T-c-p-r-e-c-asTrintels = 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 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT TOP MIN. (1) REQ'D ALTERNATE POWERS 4 '-1LEAR 112" STEEL LINTEL 6 4 #5 REBAR AT TOP 4 - c MIN. (1) REaD 4 1-1/2" CLEAR > GROUT 4 -#5 REBAR AT LU BOTTOM OF 0 0 L-s u 'W co LINTEL CAVITY "W 8 _j L) X Lu Lu -BOTTOM E cr C)0 F- Z� REINFORCING a Q C7 n Z 7-50ACTUAL PROVIDED IN Z LL P UJ an > 40MIWAL WIDTH---' LINTEL < a �: 04 Ld 0 IP <1 #5 REBAR AT BC AS INDICATED (VARIES) (n Ir 81 S <1 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 4'-6" LL '-16" LL 5'- 10" LL O LINTEL PLAN SCALE: Y4"= V-0" 5 111 r _ F 0 zM C) . 10 Iffm IW=1I IJC=J U) DMo i_U U 0 LLJ V) Ln E 0 cn 'n c) c14 LU (3) M -D cl) a clj 0 :, C) Pn I-_ LLoc) 5 - oc) 0Y C2:f < 0 cm FZ1 U) cL cD u-5 0 cL ,*- d> < A I X C B D C lo U) 81 c�, LU c; UU LU 5A ri & " -_ > I u- Z5 :� A a; :E�; , i In Z O..8-C 0 Z5 U) I -g Z U) M e 0� co LLM = - CPS x60,t,,,,R� E < 'D S't 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 sea] 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 0 of < u 8 4 0 c, u, Z Lu n. 2: _j 0 U ti 0 z Z 2: > Z � Z C: L4 � 2: a) -0 57 0 < _J Lz< u 2: U 0 80Z 1.- 0 se 0 UJ < U 2: 0 Q 2 0" Z <,- Z6 _J < < 0.1 Z Z Lu R 0,2 U.J Lli :1, -, - 8 LU Q < < C:) < < Z Z < cc z LQ 0 Lr) Z U C, Z u-) 0 ck LU =1n < Z Lu O T-q Q_ Ul) SCALE AS NOTED DATE 07/08/2019 TECH: FM VERSION NO. 4 n O SHEET NO. 8.0 3 (V 1 c v x 0 04 rn w 0 co LO I . j m �r rn (V z 0 J 0 N L0 I rn a rn c 3 0 i a E E 0 v c J t� U E U 0 i U S o.- U) I 0 v 0 J a� t7 rn 0 00 00 ui 0 0 rn N ao v _o 0 m w v CD - - 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 II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 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 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-061b & 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/fMS 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 ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th 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 L/240 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 13. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF STRENGTH 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 �„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2.3, GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED FBC-R R301C "" WIND EXPOSURE -- f ) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = 11 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED 11.0. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4, 3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 54' OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. CONSTRUCTIO N GARAGE DOORS (V = 140 MPH) TYPE: 5B 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 5 3 2" EXP 1 0 1 / R 7/16" STRUCTURAL 1 U,N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. ISBOARD IS TO BE USED IN LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS To SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE „ W„ 1Y„ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/„ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH TRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / TO: Fy 25-87. WITH G90 4.5.2. SHEET METALCOATING ACCESSORIES SHALLDACE NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0,131", 10d = 0,148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, NOTE: 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI 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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation's systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 C ncrete ove ou and mortar along the foundation perimeter must be removed beore exterlol�sotlrtreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any 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 building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. A 0 i1 0 u' zCD - o zCO Q CIL- O w OW V) Of �V co CD m W pp ~- N co m ca M U win = N [] p N C:)1 y Yo L LL M c o- Q rn n o yn ��• rn ¢ o A 1 B D ttc�B.n c N N O c `oo N � N aD Z W MoZ � z M /� 1".2 C W `" w W �Qm"0 0 Z �N�¢ Z caME w 0 � z Q W Na�c Q eye Fye��Y rS�i Q � W71 WWW,'j0NENMC6VVV l- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, LE AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com IS uo za z� W<�aX Uz00 oo0� z Z 0�w a °D U V W 11 N 000 L UU z 0 Q� a U z z O 5� v, o T� Q V < � W Lu f C� Ro F- 0 9� xma �- ro- Cn z z < W g��o z z r//-•.��1 W Byo �.t.,I J L . rl tL Q w Z � o Z cn o Y P~� W z Wa' O W,Q Z z 0 L!) tu o, z m 0 Q J = auj rn SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION N0. 4mO SHEET NO. SN J TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O 0 0 5'-11 a - c� STUB -OUT FOR 1 �_�� o 0 0 LO GAS METER 0 o U O F N 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 1 T-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 11 (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 1V @ 24" O.C. 'IT-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4' (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Ut, 15/32" CDX m¢ PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ P 1-1/8" or two 1/2" 6001 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° x Filler blocking ° 1/8" gap ° FILL CELL STD. 900 HOOK BOND BEAM 11 > STD. 90° CONT. #5 CONT. #5 HOOKrF— BAR �E #5 CONT. FROM IFBAR NDATION TOHIGHEST II�—I f BOND BEAM V BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" } Small gap 2" min. max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to 7-7 web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max Web Stiffener Fastener Schedule Joist Bearin Location Series —Depth End Intermediate BCI 5000se 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC] 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-718" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Use 3" (10d) nails at 6" o.c. Load bearing walls 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 11, SIMPSC w/ (22) NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I,C 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 * over squash=20 blocks and beam below Load bearing wall must stack over Non -stacking walls blocking and wall or beam below.* require additional wall or beam below.* Joist consideration. Check local building When joists meet over wall, provide code for appro riate I -Joist can be offset 1/16" 1 3/4"minimum bearing for each. P details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges �/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls nails SECTION @ INT. BRG. WALL require additional consideration. SECTION MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) CID 1i 1!17. 6r A 1Y" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%Z' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE, USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.)II II I II II I ITI — Nail with 10-10d nails. T=TI1'—I Install tight to top flange. 4. SLEEVE THRU STEM a . IT SEE PLAN FOR °. . • a . • FOUNDATION INFO '• ° d' STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN \ Nail with 10-10d nails. Backer block required where top X. 4 h mount hanger load exceeds 250 lbs. Install tight to top flange. ° • if I I�IT j d �� ° ° ITI-1 ' 1/4" 2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist T depth o P I -JOISTS BUCKETS N.T.S. II— v A: — 7 A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" 1 v CENETERED @ PIPE PENETRATION 4. ° d ° =.d. d' � a ��I I PLUMBING LINE PVC OR SCH40 SLEEVE d ° �--- SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) #5's x 4' 0" —\ CENETERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE PLUMBING LINE LU NG d L . zzo •"°. \ _- : d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-1 PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE FIp .d d °°. c e° G =1 I M I I=1 I d'' I I=1 I 111: " -III=III—I ° .4 — — 1-11 11— ' d ° SEE FND. PLN. SIZE & REINF. 00 z_M 0 z° z� Q a V) CD (1) 11 a �V — 0 w m F— o— �� o � U o� Fa Ili — N M Q) M C _ ai C N o 0 �, —MO � co < o Q rn in fl- o C_ � am Q d Al B D® N C B D C N b m rn 00 C_:1� Z W z w z F LL o .o w W Q �� ^ ° w W V �� o a s Ov rn Z 7Z Ili LL W � A v WWW.F4 FG.0 a v,5"cart .. r`\V 00 �..: 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 0 Wo a� W ¢ <Y (Y �E00 muu �70ZZ W W N o L W ZO I— 0 z z g (4 3: 2: r z J W L� 9 Q O TT V' 00LU 0 M<: �OU rU 9 r � J N U) Oa. 0z¢za W <a a t o�8 Z z ll.l J ri l u 0 a W o LLI d QLU z ¢ o O N Z aLlioo m J O rn g = ,-I a UO a SCALE: AS NOTED DATE: 07/08/2019 TECH: FM VERSION NO. 4n0 SHEET NO. SN 1 � 1T �111. I.�d�i L; I�.. �.,... i �, � .��i L > x 0 N I m -v c S 0 J 04 Co to i c 0 C rn 0 i E E 0 C C J U v c U 0 U y I Y c 0 v J a� ti N 00 00 0 O a rn N 00 �a CD 0 00 v G N i 71/17 -►V)- 7/11- - /r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. wl (2)12d TOE NAILS (OR %" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) O GARAGE W/A HABITABLE ROOM GARAGE ABOVE ) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N,O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. _I @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > T-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x INDICATED ON THE PLAN, ATTACH FOR WALL HGT. > 8'-6". BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z APPLICABLE. MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @FIELD ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & E SLAB & BLOCK IMPSON SP1 w/ (10)10d 5/8"° x 10" "J" BOLT @ 24" O.C. W/ NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) 2 #5 CONT. ON 3" r () 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) Cl) T °' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 WWF OR FIBERMESH OIL -OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 D ° ° (2) LAYERS TYPE I OR TYPE II a �' A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" \ WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. - I =- I 1=I m ° D D I= I _- p .. _I� r - -III- I 1=I I I III- T I - - - • 11 I 1 1 11= a ° ° ° a ° ° ° a ° ° ° a a ° d ELEV-0'-31/2" Z o A.F.F. 31/2"MIN. ___ D ° 31/2"MIN. I D , ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. „I I I I I - ° ' _ _ _ _ - I -1T I I -III-I 111-I I 11I 111 1I i I� �IT_I a ° a ° ° a 2x4 CONT.a ° a a g a ° o N b ° I I-III=III=T 1/2"(min.)- O0 _ D ° ° • - 7I1 _ I' _III-�- 4" _ ° - I I L �=131/2"(min.)- V eo - T= - 12 HURRICANE ANCHOR @ EACH 1�-I I 1=11 I 1 I I_TI=� T =1 -I I 1=� -I I 111-)1 I- I ` I = I- -� I g I I° a ° a ° ° GARAGE DEPTH VARIES 31/2"(min. - 4"=1 I I - 11� � �1_lT _- -III-I I - 31/2"(min,),; 4" =ITf- I -I I 111= _ jI F (TYP.) VARIES TRUSS SEE UPLIFT SCHED.) W/ ( METAL PL. UNDER EA. TRUSS s 1- a a d ° _ _ �_T�;- I I =1 I I I I I-�-1� 11_I�I 1Tf=I I f I I_ -I If-f=1 1=ff f=MI.. 1 I 1-I 1 _ -I ff,T7Tl I,,1Tf ° g (2) #5 CONT. _ ,� IT11 (2) #5 CONT. MOISTURE BARRIER 4„ 1,�„ 8„ 1,4 TYPICAL INTERIOR BEARING MIN. U.N.O. MIN. INSUL ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG GARAGE SLAB AT STEP rB U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL @STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2" HIGH �-ALUMINUM DRIPSTREN TH CEILING EDGE BOARDGPER CODE (OR 5/8" GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING e� W/A HABITABLE ROOM 12 N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS 1 @ 6" O/C M`N`V�JS SCREWS @ 7" O.C. SHEET 2x STUD LOAD BEARING OR INSULATION PER FBC AND ENERGY 1CCN��tJ (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. s 8'-6". (2) NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/TOTAL THICKNESS 7/8" OVER METAL LATHFIRST 2 LAYERS 7/8 THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16"(10) PLATE WASHER TYPICAL 3RD LAYER 1*/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE 'IS" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 wl (10) 10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 24" MIN. LAP] [ #5 REINFORCING SPACE ANCHOR E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �, w/ 10 10d NAILS - ( ) N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR � w END OF 2" x PLATE WWF OR FIBERMESH r :� , 1x2 PT WD FURRING @ 24" O.C. ARCHITECTURAL FINISH TYP. ASSUMED FINISHED ii-�, ' GRADE = - - D D • D ' � PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE o GRADE 40 MIN. Fy= 40ksi a D ° _ �T "r� m ° D i I 77�' - -11 � -III I � GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL z g_ FOOTING MONO SHOWN r ° p �,, - - - a D. 11=1 1 FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] GRADE 60 MIN. F - 60ksi] � [ y g w III p .. III--III-I I Ir I fl TI1- i = o ; •1/2" �°U.N.O.CELLS(SEE /vwl FOUNDATION PLAN FOR LOCATIONS) � FOR CLARITY ° _ _ _ _ o -III-III-III-III=III=� -I -I - 6 MIL VAPOR BARRIER -� I I p D ° �= I ° ' T I _ = I = - T �11=I I �- '- - - - g„ z - -I 1=! 111T- #5 REINFORCING BAR w R 1 7/8„ f I=_ I= � I I=I I 1=I I �( T- ' 1x4 P.T. BASE NAILER 4"x4" INSPECTION ° -_ _ _ -_ z I I I I I -I I I-i I I I I -I I I- _ o°=1=III-1 I=1=III=1 D ' � I 1 • ,- � 11Tf�l I I i #5 LAP SPLICE (2) #5 CONT. _ I -- -T=��, , , 1-1 I I, , , I ON 3" CHAIRS �` 31/4' BASEBOARD PORT AT EACH NOTE: _ g III=III=III= � III= T *FOR BEARING WALL ° D D =) i-III- -III- I II ° COMP. SOIL. (COMPACTED TO �� D _ - _ _ _ I II I I� I - - - �__ � 36" MIN. LAP [36" MIN. LAP] (TYP.) 8" 1-4" 8" MIN, 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ -_ __ __=_ = I-- 95% MODIFIED PROCTOR ASTM I �- �T=1 I I �IT TMI III 1 1 ITI-_ (�= 10" MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR cn _ _ _ _ _ _ _ -_ 1--I=I-==I-I=I I -I I=III=I I-III=I I 1=I I -III- = I- I- - -III- 1=III- 11= =III-1 D1557) - I"'�-I 4" 1-4" I- I n #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR - --I I -III -I I„II II; #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE II-1TI-Ti= CONCRETE SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT G W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE „_ , SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 ��3 SEE TYP. WALL SECTION FOR ADDITIONAL _ SCALE: 3/4'-1-0 ��3 SCALE: N.T.S. S3 „_ „ SCALE: 3/4 -1-0 �S�3 E SLAB INFORMATION. SLAB INFORMATION. T _ T= M I' 6 x 6 W1.4 x W1.4 SEE PLANSEE 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 D - 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) ROOFS WWF OR FIBERMESH 6 MIL VAPOR1 D f I _ = z_ min.) 4" 10d NAILS TO TRUSS TOP CHORD " FOR IN ° M < BARRIER , p 4 ", flp , ' A _ ° GRADE AT 24" O.C. MAX. SEE PLAN FOR k . x CONNECTION INFO I I= COMP. SOIL. o - a °O _ _ _ - _ _ - - - -� m- n T� TOP OF BEAM &LAYOUT DESIGN a - a (COMPACTED TO 95% n I:71 I I T� I I I - _ _ _ a -1 (1) #5 REBAR w/ OPT. SEE ROOF PLAN,__. - - - v a- MODIFIED PROCTOR ASTM D1557) ' S RE ENCLOSURE E TI 1 = I -(I T_ �, Fr�r =T (2) HTS20 FOR STRUCTURAL ,- = ; I;I-co -r I� E MIN. CLR. �= - BEAM SIZE & N d T 3" (2) #5 REBAR CONT. 1 STORY ( ) I 41�T 1 I Ir CONNECTION INFO M - _ 11'-4" ON 3" CHAIRS TYP. 4" V-8" (2 STORY) STD. 90 HOOK (SEE DETAIL ) MIN. 2x4P.T. ' - 1 U.N.O. a PLATE I 2x4 #2 SYP P.T. FRAMING w/ -I 1 1 I SEE A/S3/J/S6 T �"'- "- MIN 7/16" O.S.B. SHEATHING - 8" TYPICAL WALL SECTIONg rA TYPICAL THICKENED SLAB EDGE L °LAB' Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=1'-0" S3 w_ � Q SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD.� P.T. 2x COLUMN LOCATION Q > J 6x6 P.T. #2 SYP SLAB INFORMATION. 2,> HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT J LU W ABU66 SLAB STEP & RECESS S.G.D. rM OPT: DEPRESS SLAB 5 %" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND .�0�"0�� Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ^ ° ° 3 1/2" COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS z 13" O.H.D. RECESS a GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS - M `�" •- CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL ^ EXTEND FILL CELLS � +. " M `� EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS 8"O.C. @ INSULATION PER CHART SQUARE CMU BLOCK BASE, TO FOUNDATION PAD ° MAT REINFORCING. CONT. FOOTING STEEL r � rr� -I =� WE, I -I 1 ` I = •' _ d I �' T [�__ �� 1 • '' �.. ..,.... Q_ I I-- PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT � SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M Z GRADE a ° � 4" - oo I I �I I •' e • : T oo TENSION 120#) CONCRETE SLAB E _ c�, FILLED SOLID (SEE PLAN FOR 00 1 - ; .-�_=_� 1 :: ; .. .. .4, I- r ^ °° 6 x 6 W1.4 x W1.4 N ° SIZE AND REINFORCEMENT) c� Z =1 (- ° °• 1-I-I-I III -I •'a , '-�-III =11-I I '� -�I -t -I =1�j= "� . ` .. 1=11� °° _ WWF OR FIBERMESH �, ° BRICK PAVERS SLAB PER a w o o w v) W i I=III III=1 =III= - z -III=I 1x1r, or 00 L` a SEEA/S3ORJ/S61 =I I , I �- „ I- I 1 11=� I T= SEE A/S3 OR J/S6 I ; r- , I- M 6 MIL VAPOR - _------,„COMMUNITY = 1= I= I! _-_ _ _ - = I I =III= 1= t I -III -III -III -III 0-0 FIN. FLR. SPECS � - Q -I =III -III= ==w-I =III=III- 1=III -III- = FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER _) -I I = =III -III I- =I ( III- BEYOND 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) I� I .) III I PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE} 1' 8" 2 STORY)1'-8" ( 2 STORY) ( ) 4" 4" . ° - -- �� SEE FOUNDATION CONC. PAD INFO. FOOTING WIDTH • %c SEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED C6LUMN"IFIRAM ING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4- V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. ti �f� 1'/ LL Ii U O / C9 zco - o z O z Q V ) z cn C9 Q W �U - 0 w e = �Ln ` V t U M mC> W ~ 8 0) co C (6 M -0 M =ai T OONo U RICO o ¢0) N no u,2L7�, rn Q o A® B D. N C0. B D C V M ch N � Z W o�oZ � z U) W in W Z N g o o z m oLL W Q NaM a � Q WWW SElY 4 a.l-. a C, t�sEllcg: 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 9z 0 �o J Wacl:0. Q ooE30 ��Zz _ C) w z W 2_1J Lu O lJ.. N / \ _ 11J �Lo Q /1 Lim J ZLn 0 � � z z a LL z Ax o O Lf V, Q �u_� J ::D LI k N ^ LL Za1 w�a < � � o �o�� Q Z Q) o oo�� Z w T-1 wwa2 �5-�5 -J r i LJ.I ¢ 57 z O I H � u oN Z IWz �Z zS t ao m 0) W <W 0 o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NOa 4,1 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 @ MID FOR CLEAN -OUT 1 POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY S SPACED EXTERIOR FACE OF BLOCK " VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" — — — — — — J 2 x BLOCKING @ EACH END W/ 10d @ @4" O.C. FROM EACH HEADER FACE TO BLOCKING (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 ri SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT E �`+ + STOD W (3) Od NA S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD�X 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 - 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW (" g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a as 8r STD.90°HOOK 81 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION ff NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J IM ,— W r 'o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR---_ MEN ON GARAGE DOOR ROLLER CONNECTION ASSEMBLY ., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK d a a a aN POURED CONCRETE BASE FOR BOTTOM OFMOUTB BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cFA �%L �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER'LOAD. 2x6P.' J-BOLT TRACK BRACKET __ ..I-' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' -4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4j (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 0� SIMPSON HTT4 TYP. OA OR U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 GE 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED/ SIM SON SP2 w/ (12) 10d NAIL AT EACH STUD USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING LBLOCKING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) Q O/C FIELD 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2' NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR SEE INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE S SIMPSON SP4 2X TOP PLATE OVERLAPPING SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF sr8., SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. JZ PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a �O 4. \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON LINTELS . � SP4 SP4 a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE BEARING WOOD FRAME WALL � 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) Coco • HTT4 wl (18)10d NAILS (3610#SPF} ° o • HTT5 w/ (26)10d NAILS (4670#SPF) ;.-- a ° • DTT2Z w/ (8) 1/4" x 1 1/2"SDS (1835# SPF) ° a ° HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215# SPF) ° ° HDU4-SDS2.5 w/ (10) 1/4" x 21/2"SDS (3285#SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065#SPF) ___- • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665#SPF) • HDU11-SDS2.5 w/ {30)1/4" x 21/2"SDS (6865#SPF) • 5l8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T,R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w! WASHER &NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING a r_11 \ 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" 0/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. 0 zCD 0 —o co a V) CD a) C 4—J W r_6 C) .0 W O (!) � o t— � o0 m EN W S N co M ai `sa2 O 8 0 ®®S� V L M 000 >ti o �m WQo U.)Q�: MQo A1 B D. NC�HDC N �D .--N 0 �/) O M � ONO �, .�]] U)= 1_ DNCoZ W z a W V ' �" .s a C U) m of�2_1 m � &L aNQ;:_Q W Q w' M ❑ ,•��S •°° / t 1� a ° °'• f °• F L. O //'W(11IEI161W`�� 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. LENIMAR 4600 W. Cypress St, Sure 200 1 Tampa, FL 33607 www.LennarTampa.com oz 55 wo aE 2:� w¢Cz= Ce o 0 Z U Z a�a owz 2 � J a � S�uo I z L Q z }o �z ce d N 2 rl o J Tq J p�z 0 Q �¢vc J �o U, W U2C� Zw` a¢W� M 8 o ho z Z r-1 �o0,�i W Ln '0 ° J ,—{ LJ J F Y a o 2:a W<Z N �p Q z Z 0 L? a o m 1 QZ J W = �z a2 SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION N0. 4mO SHEET NO. S4 I I I it I: I , II ,ail'0 11�. I1�11:{Iii![ I lillilllwil aa.ai.''-I. li I.iil,: v 7 0 o r' N to LO i m 0 J 0 ra I o, 0 3 a LO i v a E E 0 C N J N f2 v 0 U) U N �O d U CL w rn I Y c 0 0 N Lz N v a 0 s 00 oo o 0 Q z 0 m > v cn SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () ( ) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 AL @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24 MAX' TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2) 1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM � OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. e EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR 1/16" EACH JOINT W/ (2) 10d FROM LEDGER TO ' OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 10d 6" O.C. INTO 2"x6' P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ NAILS @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER „ „ 5/8 x 10" J BOLT @ 48 O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED W/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 W/ (8) 10dx1 1/2" NAILS AT 6'-0"' INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 W/ (8) Q.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ T-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL VERTICAL MISSEMSTAMD SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE 1 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W! 2 16d NAILS SIMPSON H10A w/ (18) x W L, USE L 2) SEE STRUCTURAL NOTES 1 Od x 1 12 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP, EACH JOINT W/ (2)1 Od & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" 0!C FOR THE : (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" 1 Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 W/ (12) 10d 2X4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J () 1 Old x 1 12" AT EA. 2X4 OUTLOOKER ON SHEET S5 FOR N r N T SEE STRUCTURAL OUTLOOKER @ 24" O/C X-BRACING, AND TOP N " NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 111,2 1/ ,. 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING EACH JOINT W/ 2 () AT LEAST 90% OF WEB „ AT 24 O.C. ON TOP OF 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d BLOCKING4 PANEL 2x48" 1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED AT EA. TRUSS JOINT 2 2' x 4' LAMINATIONS W/ 1 ROW () () (3) 2' x 4' LAMINATIONS W/ 1 ROW () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 0/C FOR THE 2 16d NAILS () W/ 1Od NAILS @ 6" O.C. 2x4 2x4 L CKIN BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/CEND (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w! (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES OCATIONS) 1 Odx3" O/C @ 2"x4" TOENAIL 6" 0/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT t— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIrj_"'� N. SEEM/S5 CROSS BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. S'J 1 GABLE TRUSS S19 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) a BRACING w/ (3) 10d x 3" AT = • EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA W/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU ut--- MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS t�JTRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I■I �1 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN."NON -LOAD BEARING LOCATIOf� (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)14'XY SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS STUDS @ 16" O.C. 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 CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION z M _ o z z t/) U Cn w fB �0 w .T �� ~ (6 9M o CDm W 8 N M co a M Cn = N O _p co an -�co o ¢D) U) o Lo0v m Q o B D. N s ' t N �O N� o N .a Z WMcz wZd = a r in " W � > o a Z C ) •w CL N `°� ULj3 ZIIIo A .F2Or4fCs 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 - Residential6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. AM 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 zo uj Q W [Y (Y uZoo Lu UoZ? � z J Y a w m O�Wo C� Lu L" (v/ /1 zo a V z LL n3 O Q a U z ooa J Q i7ma N LL ZaZ;� W7 w Ho�ij Z M ��f2 W Z J rl Ln LU �a�� =azH ri CUj 2:~WYV Q �~�p c N G Z a<o Z 9z m Z J aw � g = rn .� a o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4nO SHEET NO. S%5 1 J I I I I 1 11 1 11fll 3 ,o 0 N co LO I rn m v 0 J N LO I / 3 Q 0 i v CD_ E a E 0 v J y [Z In v 0 0 i Z in I i 0 U J LZ oa N 0 0 a rn '4 0 CD 0 m r� DOOR JAMB REFER 1x4 1/2" DRYWALL ( 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL MAX. UNACCEPTABLE INSTALLTION 8 , TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION ` DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR (TYP,) ` ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 4" 1x4 P.T. 3-1/4 LONG X 3/16 0 FURRING 3/16"� X 3" LONG FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2X8 (TYP,) ` ' BLOCK@ SPACING „ PER MANUFACTURE 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS Sd NALS 3 �� DETAIL STD. 904 ` (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTHCEIL S HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. zmvETAL WEB x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. SEAT PLATE TAP TAPCON @ 16" O.C. & 4" FROM TO PRODUCT77 DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2"EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"0111LLila ' ` BOTTOM OF BAND D JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 2 ROWS 3/16" x 3-1/2" () O.C. & 4" FROM EACH 1x4 — —� TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END FURRING +2„ NOTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ 2x8 P.T. ATTACH SECOND PLY w/ ' - w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL +5A NOTCH WEB AT THE FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL FOUNDATIONPPLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W! 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BILK.) 1/4' MAX % SOLID W/GROUT •" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 2-0 8 1 PLY PRE-ENGINEERED TRUSS -• " BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 3 1/4" TAPCONS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 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 1/2 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONs. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN . ' .'- •.'� :. CONNECT W/ 8d NAILS BRACE! BLKG. ., N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB 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 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'Y? WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL k (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ O�FRyq� TO TRUSS TOP CHORD SCALE: MIN. 4 EMBEDMENT AT 16' O.C. + �FNOT { 1 -0n t 5 -0n N.T.S. SS 12 + + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + +OlLfINISHFLOQR 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 > o D /4„ MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT . p . #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8� (5) 12d NAILS SIMPSON TRUSS + + SOFFIT +04 o . D A D I> ° D 10 a D ° CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP .. s °D s H IN TOP &4 D ° , KNOCKOUT / �, 8d NAILS EACH TRUSS D I I CHAIR BLOCK ° 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONNECTOR °�� ° - _ p MONO FOOTING �_ .o P ° CONT. W/ (3) SIZE AND REINF. PER PLAN ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS ° BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS - i LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL D ° ° ° 2 x 8 VERT. BRACES (} INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. EENTER SO IT DIRT D TO BE INSTALLED BUILT UP PLWD. BUCK - -0" MAX SEE PLAN PRECAST LINTEL °. STANDARD C:) SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH X. SEE ELEVATION #5 BAR IN ° 1�r9i[lr HOOK iv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD FOR OVER HANG FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0"),- INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAID. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ° o - THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. rK FOOTING SIZE AND PER INSTALLATION DETAILS B_B ARCH DETAILSTEMWALL SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING 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 2 HOURS BEFORE PLACING MORTAR, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT, 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS L STUDS & O - NAILHTT4 U S & (1) 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a 0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL REINFORCING COVER 6'-01 F F EPDXY MIN. 6" EMBEDMENT & OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. (EVERY OTHER COURSE) 3" MIN. EDGE DISTANCE w FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP LL p c� NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° p v c w a A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT _ _- g� o —I I ITIT ¢ U 1 #5x6 EMBEDDED INTO PRESS PANEL R REINFORCING INTO PLACE. I I I I * 6" MIN. LAP SPLICE W/ o EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I I� c`tnLOFILLED CELL SMOOTH. DO NO FURROW. �I I ° ° �I I IF N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP I I —I I I- GRADE u. p . u l- SET BAR IN EPDXY : G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CV ° ' p ` ` ~•� REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T o ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ��a 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. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Ul �0 r z M CI zcli z Q n cry c.9 LU (D O W Of M o �Ln 2 co U o 0 m W T E — S CD M rn M M S ai -M-0co O 0 0 C) m �0 -CEI0 NQo Q 07 u, v rn Q d All B D® N C 13,D C V O oa O O C-, �t o0 Z W M C, z° U) F— (' � in�o� w LU 9 ° w LUV >�uo 0_ Z¢��'� — H m x en LL Z N ¢ M Q LUo �a' � o !fi/ WWW.K0 C01M." .•��r�r, c��• R, �0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z z w¢�� zoo Z�Z� oWZ 00 O coN coVo '�` I..L z0 r z a z rl UO = U) o H1, raa f 0 Q - OO U 00 a- W LU Ua�� y z z T� � Qa<� Q C E3 ° LU LPG T'� Q Ll.j C G it o �f .zU gF� ON z z Paz cy m Qz z JLn O J = a rn SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION N0. 4n0 SHEET NO. SS L Itla_L61 fit: ,II l :.�flfiit.l. „i - llki Nd 0 1! 61a II it d:.I: CROSS BRACING DETAIL (TYP.) 1 SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY FRAMED RIDGE B LED TRUSS PLATE INSTITUTE) NOTE THAT TE NAI ( HE COMBINED WIND AREA IS GREATER MAY BE MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP TRUSS BLOCKING DETAILS 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 rE TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� vrvvv . ♦vvv A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, 37A TRUSS USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. 4 BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-1 C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FPLATE SSPF TOP INFORMATION. BOTTOM CHORD OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO mik SEE PLAN FOR PLATE BELOW TOP OF WALL ; o MIN. 2x4 #2 SYP P.T. PLATE '. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE: NTS SEE FLOOR PAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) L.SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PAN FOR COLUMN SIZE & BASE OSB FLITCH PATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A OPTION B CONNECTION INFO OPTION C SC EDUELDE/P ANM COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F_� A SEE PLAN FOR SEE PAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. im• 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON °°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS 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 In AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: NITS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON 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) rl LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--" (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS IF rr0 00LI\r (D c» 0 —o z�z a V) 0 4—' W M o Z _ 0 w o f� U Cn o0 m N W F — a) co Cn co Co Cl) — U wigS ar N O o N 0 U c sU_co �o Qm �Qo u,F� m Q d B D® m W t O O N Z Lu 8, M� Z W z .a r` N a w Lu 75 L .w C =da¢ o W v C N g _ a, E� — zQ�C' UM N¢Mr a W v V O �b �ppO� WWW.F g��Q r1 �' ❑ �` •, Cad ry 0FESSX0t(d� �Et�tl�aiti�` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 0 W � <Q Z> Vz00 W"ZZ 02 w �a0.o awpco awco w A V w N VVGZ L CL z: 0 o 0 f z L LJ -p rl Cn z OO 06 J w ig = O� C/) IL�r- Y o J zoo J 2 2 N w a o ZaZ;� t� w �¢wc go-o z z r-I a o �Z LLI —I r-i Ll.l 2 Ill Q �Uzo v7 � ; 8 O (V �O Q Z Z lQZ jzS Zk Lr) Z a o FR o d) g =FR J SCALE: AS NOTED DATE : 07/08/2019 TECH: FM VERSION N0. 4nO SHEET NO. Di 1 1 1 FF_ l 1 M.N -tldl IIki_ dMlT11-1.1116 1_111il F1, 14 11 1 11 3 `m c as O cV n `cY N co Ln I 6 m c v x O J N cc Ln 01 i tR a rn 0 i a E a E 0 _ 0 c c J y r7 O U 0 U U .0 0 a. V i y I Y 0 v 0 J a> t� rn N 00 0 0 a rn 0 00 00 a 0 Z 0 m v cn ^' ^ 1n WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rvyonlrv�a rW0r_IIN a SELF -ADHERED FLASHING DECK JOIST VZ WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; ED FLASHING UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING E AM Ce WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� SELF -ADHERED FLASHING SUBFLOOR RIM JOIST L�O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT 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 HERED FLASHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 1� _J 3-1/2" INCH FLANGE I� era THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY 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 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING SOFFIT/CANTILEVER 0 �©J RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) ME SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) _ o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATH ING,'OSB', PLYWOOD, DENSGLASS CL�� kSTER STOP A NTINUOUS BACKER ROD EALANT NENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2,1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7116" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 'v a' `I U Z M 0 co z�z Q O l./') C w M Q • VO U o 0 m W E ~ o N M M co - Uco _ ai m o .- 0 U =MOO a o � Qrn 0 Co )Qv rn ¢ d B D. N N rn c�a � o c4i o, oNo La R o a o c`r z w ,Z Z � �yZ F.. "' g zn IX j LL'o. W W LV y N a LJJ V � ._'� Z Z0 C CN� cQj4 LLfA Z Q V� W L-I Li WWW.FDSENG.COM rn 0 CV co 0 co O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L N 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz �s Wo Zg <g Lu¢Q� it U400 Z�"X �oZZ Lu iY 0CD a0 CD A '�` J LU W LL N U@ Z Lu Ul L Z O QU Z �./ L.L. 4 3 x aU -0 r-I O OV -0�W O Q f� CC �Oo o UUJ a U g Po Dina U 0. O Q a � J N A 1 ` Z¢Z¢ w QQt=.�Q' Z Z � F- 0 u Z W T--1 Ln it a ��-5 J r-1 6i � 0 n � u o 2: Q N Q z Z ��Z ERZS Z ER O m M g LL1 = , Z a o- V) o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4n0 SHEET NO. W P N ..0 U CL U ME co ;41rParr nr'r V W O O March 20, 2018 Q 0 O O C �0 > 0 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes Q To Whom It May Concern: _� 0 /oo Q Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that .� V) Q 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 connector's allowable 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 lead at 1/8-Inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC: ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar' Devices in October 2016 to incorporate a methodologyto evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating mod construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building 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 2018. The information in this letter is valid until 6/30t2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit ctr-,ti,cniTi for additional pertinent information. If you have questions or need further: assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at800,999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dwfBDW Engineer, Southeast U.S. Branch Page 1 of 1 2221 Country Lane McKinney, TX 75069 Phone; 972.542.0326 Fax 972.542.4139 anew stronntie.com W zfU) Vim�!(( O L� O L` U O L V / U m n) 1.i O L� w Q A1L Z Z Q J IZ SHEET N0, PA 1.0 A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212.2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10858.5 ESR-2549 HD216.3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU28 FLt0856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FLt1468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM 10 FL17699.1 Evaluation Report HGAM 10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR•3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL176S0.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES•0130 HTT45 FL17324.2 Evaluation Report HTT22 FL1 t496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244,8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR•3455 HTS30 FL10458.26 ESR-2813 HTWM16 FL6223.2 Evaluation Report HTSM 16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGTZ FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required b Florida Statute 553.842 and Florida Administrative Code 9&72 lease provide the information and approval numbers on the building components listed below if the will a utilized on the Y � , P P Y b construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL20481.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +87.0l-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0l-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-87.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FLt5332.5 +40.0f-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38:0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0l-41.O.psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single S Pairs of Doors FL11537.1 N/A (see lost sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 186 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 5764 FL15353.2 N/A PGT Series 5500 FL261.1 NIA 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 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Undedayment FLt2328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918,4 N/A Florida Metal Products, inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 F-xahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 NIA 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1.5076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17889.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Sarong -Tie see chart B. TRUSS PLATES iTW Building Components Alpine Truss Plates FL1999.7 - 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 NIA 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 at at the time of inspection of these products, the following information must be available to the inspector on the P W p that P 9 pe 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 }a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PagsI o€a 1211212018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paga 30 1WI22018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap of aa 15zo1e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pope +d, 111342018 0 (3) O -4� =3 L CL W o- O O t1 ICU � LL %W.d4. EnnN or pgtq 1k Date Pendlna 1dt, j'yga Version Manufacturer Contact shot nearB License Validated By Validated Submitted FBC Anoroval Aooroved ;?.Salve. Q9 Entity or. ,f�t4 Data Pendlna jig(, Ilmi Yer=tan Manufacturer CpOjBgf Enalneer8Lieenee Validaed By ygpgg(pg Submitted FBC Aoonval Acorored Sjg,(gg sa_aearra._ea PLa1a==5.14 Revision 2017 FLa20451j{%Ilroduda Sena 1 Thera-Tru Corporation Category: E+deDor Doors Subcategory: Svanging Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Architect or a Ucensed Florida Profession at Engineer Product Model. Number or Name a, Thenna-Tru Flber-Classic and Smooth -Star Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (419)298-1740 PE-4MG9 (813)767.6568 rickw4itmologconsuaads. com D aIINAssunnce Product Desedotlen Codroct EZWrffiInn Date Nominal UAS;8 &quallon-Impact&quw; Opaque 12/312020 Composite Edge Fiberglass Single Dow 0nming/Oulswirg; X configuration) 10V152017 07/122017 Aooroved for Use A In HVKZ Outside No l(IM842017 12/12/2017 provedfor Use Imoaet HVHZ Reslabnt Yes No D-om Preaeure WA Approved Ravislon 2017 Tharma-Tru Corporation Caregory: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLdp0461-R9 Product.FU75=26A,/ProduaM sees Product Model. Number wNerne 1 a. Therma-Tru Flber-Classic and Smooth -Star Rlck W41gh1 Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (4t9)298-1740 PE-03409 (e13)767-6555 rickw{�nrbldgconsullams. com Q alltyA sunnce Product Description Cadn1 Expiration Date Nominal 6M9;8 &quotVon-Impact" Opaque 12/312021 Com oste Edge Fiberglass Single Door P 9 gm6qud; (Insmingl i2113t2017 12/13/2017 12212017 Approved for Lee A,wovedrw Uae In HVHt Outside-HVHZ No Yes OV13/2018 m-t Resists^! No Approved Dealnn P%sun WA 94a TWEE � Revision 2017 Awl 1 Thelma-Tru Corporation Category; Exte for Doors SubGbgay: Swinging Exterior DoorAssemblles ComplWwo M.#md: CadWwAtlon Mork or Listing Prodcl Model. Nteurberw Warms a, 8qua;Cla mft&quot and &quotSenchmmk by Therms^ T Pi0Giv or � EnaYwra Llnroa = Rids Wright National Accreditation B Ryan J. KW, P.E. (419) 298-1740 Management Institute (813) 7e7-WW rMlnv@rwbWpeomutants. wm 8/8 and 810 Opaque and Glazed Fiberglass Door With 1201=1 and without Sdeaes. loowh,p and Oul6wieg 20 gate )j�(� 12202017 0921/2017 Aooroved be Use ADaoved in HVlt g No Do I0 12r=17 ter Uses nl� l Yes No Drslgn P- N/A Approved � na lion Rwiskn 2017 Sat 5 Thelma-Tru Corporation Casegay: Extelicr Dom SubOabgory: Swinging Exterlor Do rrAwarnbllea Compliance Method: Certification Mark or LMN e. &quc*Smooer-Star" and BquoY,Bend,mark by TbormB-TruBqua; � V@HdoWd Br Rick Wright Netlonal Anpsftatlon& Ryan J. King, P.E. m (410) 298-1740 Menageem institute (813) 7674W5 rick v®rwbklgoomuSanls. non p c SIB old 8/0 Opaque and Glazed FlbeegWs Door with 12131=21 arts rrphaR SMeBW, Inswing and OutaWing Ili go Date pending ,Date S 122WM17 ea2V2017 i21122D17 Use lmom $lOftiZ Gd�dle HVKZ 8� No YM No 11�@ Approved oem Pressure WA � �a / A 1 }a f �J CoJ `V C '� U Tt O O O L •L� 0 O O 1 , 1..1� V V0 O -4- 0 ♦n O v/ •D '�^/� L, W D US O }a V J �7T `v �a `V/'i` {..J N �J O L 0- 0- 6 . 7hermaTru. tier-C esslc a modh•5 ar Nominal g;0&quo Non- mead&goof Opaque 0 No es No WA Gampnslte Edge Fiberglass rflon Door nmin Out X corm uregan SWIArg;quotNoure8on) 6 f. ThermaTru Fiber-Classk and Smooth -Star Nominal 8&iY3g;0 &quotNon-Impact&quoit Opaque 12/312021 No Vas No N/A Composite Edge Fiberglass Single Dow dnswingAaWswi g; X con8guretlon) S; Glazed 12/312020 No Vas No WA 9 I. ThertnaTru Fiber -Classic and SmodMSlar Cwnp Nominal Edge 8 &qu glass Single Do. Crewing aEdge Fiberglass single Dow (InswingKOutsaMg; X configuration) 9 I. Therm a-Tru Fiber -Classic aritl Smadtt-Star Nominal 68aM39E 8quolNorFlmpacl&Wit; Glued 12(J72021 No Yes hie WA Composite Edge Fiberglass Single Dow Mn lOutswi ; X configuration) 9; 14 n. Thelma-Tru Flber-Classic and Smoot -Sla Nominal SW9;0 &quoLNoo-impact&quilt Glued 12/312020 No Yes Nq N/q14 Composite Edge Fiberglass Single Door nswing/Outswing; X configuration) arms- ru er- ss c a moo r na quo on pips uo ;. e s No Composite Edge fiberglass Single Door (Inming/Outswig; X configuraffon) Florida Department of Business & Professional Regulation Page + oft Florida Department of Business & Professional Regulation Pop I of I Florida Department of Business & Professional Regulation paile 1 of Florida Department of Business & Professional Regulation Pegs 1 of I Building Codes and Standards 1152018 Building Codes and Standards + 5rm,e Building Codes and Standards 1/s/261a Building Codes and Standards 116=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail tI,e11133241114 sea End& a Gate Gate Deft passing Rdt FLIMS2324W code EIWB[or Gant Gate DEW Pence- 20 FlMeee_F1111111312-1114 S901 Enter, 21k 2dR paw PWRIM Pate 22do Shiny Gate Gate DabPaBdl,a 201 LM Yarstgn lMailla at goolant Enateau&Lba Validated Be Validated lubmWW ISS.AMImY App@YJd two M3M Version aa)ufacww Sorsat Eealmea[1LInames, YanditetlABl Maud" automated FQQfioptmml Apgna:9 ANA M=M Version ItegldagasK contest EnakenrALashes v iwdwa. Validated Submitted FQQ Apparent Approved It" mm Version VanufwWm Carsat Elglinne.ALicareas Validated81 Validated SubmWed FOCAMmyal AgmpaII Awn Revision 21H7 MI Windows and Door Catai Fxlsda Doom SubCaagory: Sliding ExWW Door Assomblits ComplW:w Method: Ewtwtfax Report from a Florida Registered! Ardxbd or a Licensed Florida Professional Engineer Smed Ski Luis Roberto Lora Steven M. Uric, PE (717) 3653300 PE-82514 (71n 317-8454 bsangerQmNvd.can 06/13=17 MI112017 08/15=17 101102D17 Approved Revision 2017 MI Windows and Doors Category; Exterior Donn aubCobpory: 8titllnp Exterior DoorAMrrnDlbs Compibnce MsMom Evaluation Report from o Florida Roglahmed Architect or Licaee l Florida Professional Engineer avant Slinger Luis Roberto Lomas Steven M. Uridh, PE (7M 365-33W PE-62614 (7M 3174MU bMnper@miwd.can 08/132017 08/112017 081152017 I W102017 Approved Revision 2017 MI Windows and Doors category: ExteriorSuring Ex aubCobpory: Sliding Exterior Door AaemNia Compliance Method: Evaluation Report from a. Florida Registered Anchifted or a LicensedFlorida professional Erglnser Boom Stenger Luis Roberto Loma Sloven M. Urkh, PE pitn365.3300 PE62574 (71n 3776454 bNanherQmavd.aom OSM32017 011/1112017 081152o17 10/102017 Approved Revisibn 2017 MI Vili lows and Doors Cabals EtdaMr Door aubCobpory: 8MMp Exterior DoorAesambla CemplbnM MWW! Ewiwtbn Report from a Florida Architect or a Licensed Fiords Professional Engineer Sant Stager Luis Roberto Lomas Sown M. Urkh, PE (71n385-3300 PEE2511 (71n 977.8154 bsakhperillMwtl.4om 08/132017 Deft 12017 OS/11if2017 10/10017 Approved Aar ADaoved for lba bow DOMM DMYhLAaYrsna App®tffi,for Stea AagmMefor DaIM Apn[nded A IiM bownkk Gaits APraInHVHZand for Approved Use SM� Product Model NWrbera Morse Pam. 1D.I,ODP. !flN� Ersallrs $!a! HVHZ lakNlP OrrtsldeNVF¢ ! =Mawmad PJattrs SlpJt PreductModel. Number orName product Description InHVHZ tetiYt>T Prsallrs ffiS Product MOM, Number or War "Witt l4l�lt SOftli !38!!ters phalon se !'.[allM 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12012018 145-W416quoLx9811,quot No Yes No WA 4 SERIES 42D ALUMINUM S00 REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX, 121312C S XO, XX %mud;x988quot No Yes No WA I SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OXO 121312018 1455/41sgatx808,gnt NON -REINFORCED No Yes No NIA 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX. XO, XX 12/31rm 8 98&quotxS0&gWt NON -REINFORCED No Yes No WA Florida Department of Business & Professional Regulation Pegs 1 Of Florida Department of Business & Professional Regulation papa I d I Florida Department of Business & Professional Regulation prtp 1 or, Florida Department of Business & Professional Regulation Building Codes and Standards va2olb Building Codes and Standards 11=18 Building Codes and Standards 11512018 Building Codes and Standards �+e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 11 c Ice! Ymten kknuketuw Endlvorr Content LMtoa<&llanes VaIki bdsr Gal Gate Valldowd Submitted Vat* Pie OftSit FOC Aggroyal Apt &tenet FLIKSMS41W 7YM Va aloo manlacu EB�C 4S Contact EnWneac&L,laMa Variants By late. 211 Dab wain Valldaad $Wmtlted FIBC,AMrs d � AaaLmnd &team FIaeaeee - ^a0 11M VffilM I onufteda- saddle or contact EOataaeilk- V Ud W0, 21h 2ift Validated S1r71ateW Data Pending go FFSCAMr-I App®W &tea& FLe=514t=11 21111 IYM Version Mombehm En*, or cordad E.2bw&Lk- Manihik y 201 20 GSM Gila V&Iftlfted Sub, FillAMtsVY Aparslnd $fate! Revson 2017 Clopay Bustling Produebe Company Coesaary: Exterior Donn auDCobgory: Sectioned Exledor Door Assemblies Compgonaw Mea Certification Mork or Luting Mork Wasteresid bMrtek Testing Services NA, Gary Ph ehler (613) 770 0062 Inc (513) 51"we moreterMld�dopay.com 112&2017 0SR02017 1210512017 Approved Revision 2017 Clopay Building Products CcwWy Comm:s:Sec Doom BubCobpory: Sectional Extender Odor Assemblies Compliance Method: CedM4adwh Mark or Listing Mark Westerfield Intutek1reeSng Services NA, Guy Phrhler mae7706082 Inc. (513).51961i86 mmMlenteidCdoppY.4om I I2W2077 =10=17 12/0512017 Approved RevWm 2017 MI Windows and Doors Cobalogry: Sliding Exterior Subcategory: Siding Exh,rbr Door Assemblies Compllrwo Method: Evaluation Report from a Brent SBMper Luis Roberto Lomas Steven M. UrIc h, PE (717)3863300 PE62fit4 (717)3176454 bsanparQmkvd.ceni =132017 08f11I2017 OaMM017 10'10IM17 Approved Revision 2017 PGT Industries Catepary: Fxbdw Doom ahrbCabpory: Sliding Exterior DoorAasemb8ea Complbnn Method: CedMraBon Mork or Lledng Dean Rusd MIamFOWs BCCO - CER MWnI-0ade SCCO - VAL (941) 48fi-0100 p88) 315- QaedQpptindusbiss.cem 12202017 1128QG17 12f25 Ml7 Approved � on M 271.1a Florida Regtaloned Architect or a UceneW Fkxrda Products Pro�� Engineer H,a2e1mS Prodrrb CZ gMLE CLAM Assurance,ApapvW Tor Use Approved InHVHZ far lbe lmpat umz ! Drsign preears AM3 Product Model.NumbowaNun � Aa�.�.S4a Apa�dfor IptiylQ g know of p� aw Pfodua NodoLNuffb wNome DuaaLAalMlta Aoorevedforu.e Apltlmatl.tgStea based ip(JVHZ Quould, HVHZ $eland Gatgn p1 37 037 Ylis-09 PAN-2F151: 84A, 94. 73, 75, 1SM, 100, 76, 76V, 4RST, 4RSF, 5RST, BRSF, 2RST, 48, 42, 55, 486, 428, SaS, GOSS, GDBSV, GRSS. ORSSV, AR58, ARW,, E068, EO6SV Seel Pa (m lo. 26 go.) SInglo-Car (up to SW wW) 05212M WINDCODE0174; Wit Garage Door No Ya No -30 PSF/-32 PSF 53 053 W5-16 PAN-2FI53: 84& 94, 73, 75, 1500,190, 4RST, 4R3F, BRST, SRSF, 48142155, 4851 426, US' GDSa, GDSSV, GR53, GRSSV, AR55, AR58V, ED5S, EDSSV Sbol Pa (min. 25 gad Double-Cor (97 to ISO` o6 l=$ wide) WINDCODE&0174; W5 Garage Dos No Yes No -30 PSFIJO PSF asap 5 Product Nip". Number or War SERIES 420 ALUMINUM SGD REINFORCED product Oasedotm Corhtrect Exetreton Data SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312018 14Mqudpu98&qud; oubmt No insed 1tlg Yes No D.10, Ptsa1¢t WA 10 SG65570 (Large Missile MnpaW Vinyl SlMft Glen Door 11M142021 Ya Yes Yes WA O Florida Department of Business & Professional Regulation Page Id 2 Florida Department of Business & Professional Regulation Depa eg Pepe, of, Building Codes and Standards 12/19/2016 Florida Department Of Business &Professional Regulation Fepe, d, Florida Department Of Business &Professional Regulation Pegs i d 1 al aa� Building Codes and Standards Product Approval Application Detail +ffim+e Product Approval Application Detail Building Codes and Standards Product Approval Application Detail 1FMIS Building Codes and Standards Product Approval Application Detail 1151201e Fl)t1537.117 $cgs$ Eor gate mDate Pendlna G,g(e Version Manufacturer ineer8 Elcenae Validated By Contact E-In Validated Submitted FBC Aoororal Aooroved Status 11S1a2Z.4:SS .q2d& mm VMS" Revision 2017 magainamix CURRIES Divislon ofAADG, Inc Catagory:ExtedorDom Subcategory: Exterior Dow Components M~. Codification Mark or Listing CanP(terhn nil shelter rs Corset EMfMx&! Vattlabtl ar Dedd Dan UL LLC Ted Began, PE (641)404-2844 (30N SU4707 don.dellci]gsswab".00 m late am Valiabd Submitted 11130/2017 1026=17 Dow loombroo Ran FOG Approval Approvial 12105=17 to" Approved Revsion 2017 1,FL117498-RZ Pt0duda MI Windows and Doors Cara gory: Windows Subcategory: Single Hung Com pllance Method: Certification Mark or Listing - Bred Sitlinger American Architectural Steven M. Urich, PE (717)365-3300 Manufacturers Association (717)317-8454 bsitlingenlinil tl.cam -. _ 12292017 121IM2017 01/owele Approved 2,4111 I= Version Revision 2017 ! Clopay Building Products Company Category: Exterior Doom Subcategory: Sectional Exterior Door Assemblies CompWne Mstlrd: Certification Mork or Listing Endliv or Contact EnnYwr&Lkano Valkbbd By Mark We derMd Iradsk Testing Services NA, Gary Kohler (513)7706062 Ina (513)519.8586 mwaeM6aidQdopsy.00m 20 Gala 1129I2017 0811OW17 Doke PoMm 20 12105I2017 AN" Approved Srsa Mule Verson Revision 2017 as Clopay Building Products Compay Category. Exterior Doors 9 ubCmpory: Sectional Exterior Door Aeeembibs ComplWreMethod: Certification Mark or Listing Eastce S9ntKd ambte ,EAR Yalu -pit Mork Wlesbmed Intertak Tooling Serviea NA, Gary PArshbr (513)7704062 Inc. (513)51"W mweetsr6ed@cbpaY.com 20 gate 20 YfIteM4d Stage d J 11/2912017 08/102017 12105/2017 Approved - � FIt11537417Prodrmh Seca Product Model. Number or Name QualltvAnurahce Product Desedotim Cemrect Exolrarion Date Approved for Use Approved for Use Ig-tjybj Outalde HV1+Z Imoaet Ras AOL Dealnn Pneeura Products F1.91152714tS Products Eaa2 atww Canoed Exokadw Dab Approved forS%! Approved InHVHZ 01M1d,HVH7, for We 1Brsat Resistant .Design PreaMM 11101"I product ModN.Number orNama DMtatAHignM! 2mdllalDescdMlM an Date Approved for Use AMnovad InHVHZ gaWdeHVHZ i4LthE Imal9S SaltMm gaign PPn m Aga! 91lWLAadma Product D-fiallose Approved for Use Approved far Uoe lowest IO.tIIGS Oub*b.HVHZ tGM4tett Doolon P.mMre 2 185 SH 52x84 FIn,Flange Frame IG/SG Single Hung 10/092018 No Yes No +601-60 1 807, 707. 727, 747, and 647 single and Pain of Doom Flush, Glued, and Louvered sigh, and palm of 12012025 hollow metal doom, Yes Yea Yea WA 85 085 1Ae-09 PAN-2F183: 73. 75, 84A, Brit 42, 48, 42S, 488, 4RST, SRST, Go$$, GRSS, AR63, EDSIS Steel Pa (min. 25 go.) SingWCsr (up to 70' wde) 05I212028 WINDCODE&ft74; W8 Garage Door No Ya No +38 PSF/.42 PSF 102 102 W8-16 PAN-2Ft53: 73, 75, 84A, 94, 42, 48, 428, 48B, 4RST, 6RST, GOSS. GRIPS, ARSS, EDSS Stool Pa (min. 25 go.) Double -Car (11`2'te 16'2' 0921=0 wde) WINDCODE&#I74; W'6 Garage Door No Ya No +37 PSF-41 PSF Cn O Florida Departmentof Business & Professionalego a on Pegs 1 or 1 W Florida Department of Business &Professional Regulation Building Codes and Standards Fege 1 of, ,/male Florida Department Of Business &Professional Regulation Building Codes and Standards Pape 1 d i 1/5018 Florida Department Of Business &Professional Regulation Building Codes and Standards pegs, oft lazie Building Codes and Standards Product Approval Application Detail 12112J2018 A 1 V� Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) code MY84 version Manufacturer EneN or Contact Engineer B Lieetwe Validated By gate II&(N. Date Fendlna 29e Valldared submitted FBC Approval A--d status /R 15?!113,4941111 tlatZ04M C MUM vomim Manufacturer Entity a !ram Engineer, yalwgw By gate gate Vslkla Submitted d l gm FSCAMtoval Approved Sitters C ]erg Version MshUIwknL Entity or Contact Enalmear fik Usearms Vdkbbd By gars Dent fhb preen Validated SWmlmd PQg.ApprovH gate AML4Yld $tzars � MYM vmlon !lte81factugn Soldier or contwt Enolwer &.LI&.as Validated By 20 gate Yla� lld submaw Date Pendlna gate FOGAparovial ApprovedRon Revision 2017 Ml Windows and Doors Category: Windows Brent SSiinger American Archlledural Steven M. lJdch, PE (717) 365-330D Manufacturers Assoclallm Q17) 317-8464 01212018 011032018 0122/2018 Approved Revision 2017 Ml Windows and Doors Category: Windows Brent Sargr American Archlledural Steven M. Urkh. PE (717) 3653300 Manufacturers, Association p17) 317.8454 12/312017 121312017 01104MO18 Approve Revision 2017 PGT Industries Cabgay: Windows Dean RWdc MIamLDae BCCO-CER Mlamt-Dade BCCO-VAL (941) 486-0100 (788) 316,2590 12/2042017 IZg812017 1225/2017 Approved RevWm 2017 PGT btluebM Cases": Windows Dan Ruork MW&Dado BCCO-CER Miami -Dads BCCO-VAL (941)488-0100 (786) 315-2590 122a2017 121082017 122512D17 Approved Subcategory: Horizontal Slider Comptlance Method' Certification MarkorListing bsltlinger&rhW.cwn O SubCasdary: Fixed Compibnce Method: Certification Mark or LWh,p baanger®rNwd-com Subcategory: plead Compliance Method: Codification Mark or Lkbg dmerk@pgtinduahies.4om SulaCabgay: Single Hung Compdaries Method: Certification Marc or using daarktljpgWdusbh,s.00m , FLa115361-R5:Produda 1 Emu Product Model, NrmhWrWName obesity Antonio: Product Oncorlodon Contract expiration Deb Aooroved for Use Approved In HIM outame for Use lnmea HVHZ RMWW DOMM Pours FIL82434111211, Products &M2 Product Model. Number air Nam SjgMyg Aaltag L Approved for Uoo Auuerwed for Use InHVHZ 0,1,1de HVHZ hoped Resistant RIME IaMM FLA123941tilf listed &ak Product Model, Number orMom OWMVAnunmse GExtwrmdm pm Approved for Ilea Aporoved 1pl1M oubd& M the Impact HYHZ Rmmsbft Daalon ProaMQ Seat 1 Product Model. Number or Name HS 188 Fin and Flange Frame O IINA unnca ProductDescdotion Contract Ezoiraden Dab 73x62 Insulated Glen 02/162019 Aooroved for Use Aooroved for Uae Imoaet In HYtlj Outside HVHZ Resistant No Yes No Deal- Pressure +55/-55CIO r1� Co. 1 155 PIN 73 x 721nwlated Glass 04103/2018 No Yes No +W-80 9 PW-5520 (Lame Miens Impact) Vinyl Fixed Window 04130=0 Yes, Yes Yes WA 7 SH-5500 (Large MWIb Impact) Vinyl Single Hung Window 070012o20 Yes Yes Ya WA O L V °- U) Florida Department of Business & Professional Regulation page 1 of Florida Department of Business & Professional Regulation P.ps 1 d 1 Florida Department of Business & Professional Regulation Page 1 d, Florida Deparhmnt of Business & Professional Regulation Pap. I of I M Building Codes and Standards Product Approval Application Detail 1=18 Building Codes and Standards Product Approval Application Detail I von Building Codes and Standards Product Approval Application Detail Ir mid Building Codes and Standards Product Approval Application Detail I enrols � W Pyp6}g$a _ F1.1a� ._29& PLf1a1.M1 Fu131szN5 W coda BM Yeah, R Revision 2017 e Italy Then-Tru Corpar"on W ColieW. Exterior Doors Subcategory: Swinging Exterior Door Assemblies Enttlrss contact shakiest III, Validated a, Rk:k WrIpM Lynda F. Schmidt P.E. Ryan J. King, P.E. (419) 291 1740 PE-43409 (813) 7676565 dckWarabldpcoautants- gain 20 Yalld bd Agingi al 1011B12017 1N182017 Data ponchos Data FICAMmd AMLasd 10R22017 12112=7 AN" Approved IYM Version Revision 2017 Man4hictuQL MI Wallows and Doors Category: Windows SubColy ary: Mullions ErAWor Contact Elmtea[#Nosmas v pdetsdIN avant Slinger Luis R Lomas, PE Steven M. Urkh, PE (717) 365330g PE-02514 (717) 3176454 bsllMgeramiod.can Gate Gait 2MLbmaM V IWNWd MAIO;[ LBCAaprmml 1023/2017 1N162017 10282017 210 Alrsfmrad 12/122017 st to Approved gpda hid Version Revision 2017 Manufacturer PGT hMuetin Cabalism: Windows Subcategory: Mulik- EatL'Bcac Cursed E,,I,-&.Lk e V Ikhftdenv Dan Ruark MIamFDade BCCO -CER Mari - VAL (941) 486-0100 (786) 315-25M daarkkillipgdodue6bs.oan gate gate V Ikhftd Sgnmittd 1210512017 l l/l&Ml7 Dab penalties Gars FACAplarmrd AMrsad 1ZAOSW17 Am" Approved! Ise mm Ymlan Revision 2017 lMMharnr James Hardie Building Products, Inc.I Cesium: Pan$ Weis Subcnegory: Sidle ErWft, contact Eruda &Lk- V.Rdd d21 Pingshrg Zhu Ronald I.Ogaws John Southard, P.E. (909) 340.2927 PE-24121 (352) 367-2528 pinOsheng2l u®tarrahor Gan cola DO,Pandtep gate V Ikhftd Submitted FWAoamml Assailants 082&2D17 0BMM17 oa2e=17 101102017 SLtM Approved � z Compliance Method: Evaluation Report from a Florida Regisared Archbd or a Lloenead Florida ProlassiorW Engineer yarn Compliance Method: Evaluation Report from a Florida Registered Architect or a bloomed Fbrlds Professional Engineer FL9=61411 Products Compllrce Method: CoNfirabon Mork or Listing Canplbnce ll' I ; Enkration Report from a Florida Registered Architect or a Licensed Florida Prdessiunl Engineer die.com Z Q Shed Product Model.NusnberorNorms Orrotb Assunmss product Description Consent Feaskation glass Approved for Use Approved 1p.tiILt1Z for Lin ImMct Z Reviewed w•Ipri PJaaars FLatatazR& Produpb � ani product Model, Wmbe anther QuilitCAssassins M ProduolDcdation Contract Expiration Dab AM[avad,for Use Apt in Him g7ltela"M ImM9t PAWSOM !1esign Crsionm aw Product MOM, Numberorlbma Quality Ana row P M Appmiad Itar AlMarovIeditter WHIM Imp*" ! palgn PPressureoom / Mullions for AD Doom Windows anws Aluminum Mulli0&+282021 Mullions Yes Yes Yes WA AME ProductMedel.xrmhe.raName en70MtDo-6,0ga Approved for lbe ADDWV*d,mtStes hisaid InHVHZ GUtakae VHZ t Deaan Prawn, a 1 a. &qud;FSrrCIawk&quot, &quokSmoothSlar&quot, &W9;S &gwtlmpmd&quot Glued Flbergle a /2012021 No Yes Yes WA 2 6764 Verticol Aluminum Mullion 1201/2018 No Yes Yes WA 1 CempteNu Lap 8dkg Bber-taunt lap siding 12012020 YM Yes WA WA &quotCbaskCm6&quot or 8quotCloakCraR SIP& Door- (() Inswing er Odsadrg Conliguraton Rustolli sweet, clamm SHEET N0, PA in1 I..1 ll!LI,f.111Ir'1llhlLlll�.;�,.:l.l 1111i. 1.1, I li I IT - Q) C Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pp.1 a 1 1/60018 Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detail Pg.l a f Iffim a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 Of I 1/52018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail gape 1 a+ + +S O t✓ Q Q� � O O =co n LI_ }4 �✓ ♦/� • � � }Ra v) IC 0 O L 0 C O 1L,.,�, r�rt O 4 _ 14J O �--• O � Q) L O F--- Cn }a ��+�... `/`U O Q Q Q 6l4319244. 5da EldtllLpr 1� go2ataPand!!m J� 11r8a VenetolteadfiAlOL contact P.ogtaall<ill,�nes YalidWfmr YaddWd AWOMd FBQ A� Apprevad ElmLm Revision 2017 James Hardie Building Products, Inc. Pini a ong Zhu Ronald I.Ogewa John Southard, P.E. 087252017 O8/pa2017 OBr282017 1011=17 Approved ttabgory: Patrol Waft (909) 349-M7 PE-24121 (352) 367.2526 Subcategory: Swbg pbgsherg.zhirManeshn Compliance Mowed: Evaluation Report from a dle.corn Florida Reglsetad Archftd or a Uanaetl Fbritla Professional lisrodEnginArchitect FL1131924t5 Products sesa ProdaLMaYL Nanberor Nam QU&ft Ante— ANSI- Aft SIC lmpald gHtan 1g�1&IZ 21NitlitflRS p 2 HardmPlank Lap Sldkg BbarcarrrM by awing 1=12020 Yea Yes WA WA mPI$3634%3 glde Entity or 12ate go Dft Nndiga 1� Version flWuket 1m contact Eoainesr&Lirapal Validated By Validated Sdbmkbd FOG Aagmrll Approvedatat& Revision 201MI 7 Windows and Coors Brom 320 Swinger Luis R Loms* PE Steven M. Wien, PE 10217 107162a2S.2g 017 117 i2/122017 Approved Category: Wallows (717) 385 W) PE-62514 (717) 317-M54 subcategory: : Mood! Evaluation bewbgrQmMM.am Crnplbnw Mafbd: Report from a FloridaRegistered Archltad or a Licensed Fiords Registered Erred Architect FL#ILM34UPmducto gualkAnawagaat Aa�fad for Use A SIM Impact ROW lw Product Mode. Number or Name Product Drerietlen In HVHZ oubkte IN)¢ ggg(rgnt PJessure 2 5764 Vertical Aumimrm Mullion 1231/2018 No Yea Yes WA Fl126741 Solo EDftaLat Rata Rim Dab Pan dpa am mm Version contact EDwlnaa[.a.License validated By Validated S FM Approval Apalmld atap& Revision 2017 PGT Industries [lean Ruara MIeml-Dade BCOO - CER MIamFOads SCCO - VAL 12/O W17 11/152017 IZN9r2017 Approved CaNOW. Windows (841) 488-0100 (786) 315-2590 g ubCat•gorY: Mdfiorrn dnwrk®POBndusabs.00nl FL12f14211 Pnnducb p a Mamd: CardtiCadon Mark or Listleg Oudb Assurance Appf4yd for Ibe Aearovedfar Use Imaes! D"IM At" ProducLModal.Numberor Name !'> Description In l9fRi outside Rli Pressure 1 Mullions for All Doors and Windows Aluminum Muara O5/ZS/2021 Yes Yea Yea N/A Sprit Ent ar or am go Data Pending21ta TYpt Version Common Enatag[al� validated By Validated a FBQ Avaroal Approved stWW Review 2017 Janina Hardie Building Pmdoas, tma Phgyuag Zhu Ronald I. OgawE e John Southard, P.08252017 OSID 2017 0820202 017 10/1017 Approved Category: Panel waft (909) 349-2927 PE-24121 (3ti2) 367-2526 Subcategory: 8ldkg pbpeengzhu@lameshr rolpebnel Enpinycomplies Method: Evabe r a Report from ri db.comh FloridaRegistered Arch lted or ■ Licensed Florida FL#Illel4u Froducht gYadhCA9Yta0G! A�tailtae Apprmntl drlts talpect � age Product Model. NuMar or Nam Collet Em and Date l0 tRAli I P,� 1 CemplaMc Lap Siding flbepoor am lap aiding 12/31=0 Yes Yes WA WA Florida Department of Business & Professional Regulation Page / a l Florida Department of Business $ Professional Regulation Peg. I of I Florida Department of Business & Professional Regulation page i Of I Florida Deparbnent of Business & Professional Regulation Page I Of I Building Codes and Standards 1152o/e Building Codes and Standards IWO% Building Codes and Standards 15=16 Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail C20 lose, or 2EK 21h Ow ceding gild I= VmIM MlimurfffiIQL contact ErAk�#Lka Validated ay Validated Agge dllt FQg A--,W AparaftE mum 13l OM4t2 9211it Entlly or 121K 20 pow Pietism Dab lien Version lteMdecalrei intact EIalroseI &License Validated By ydOW submitted tl ApaM1M0 ANN FL//5272.R2 220 EattaLtr Rita 2lda Dab Pending Ida 111112 version I Contact E-k—aLlC— Validated 0, mwwod submitted iOC Approval Approved singe FL#101744M SSWe P.ntnv or 181a Data Date Penrerc Date 111112 Version tYmrloctpar C91aerd Lnpisser&Lrprms Validated IN VIkhdd alb 1930 Apa[m&l Approved Alate! Revision 2017 James Hardie Building Products, lop. category: Parcel Weds 8ubCabgory: Siding Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Pirgaheng Zhu Ronald I. Ogawa John Southard, P.E. (909) 349-=7 PE-24121 (352) 387.2526 pkgeteng.zhucjertwher dle.com 08252017 08I092017 D82BI2017 10/10(L017 Approved Revision 2017 ANide Category: Patrol Wale Compliance Oo d: CrnpUertp Madod: Evaluation Report from a Florida Registered Architect or a Licensed Flords r Professional Enpkhaarofasbral Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King. P.E. (330) 922-M PE43409 (813) 787-6W ntlemieon2jalsida:mpm 10/0412017 10103=17 101112017 121122017 Approved Revision 2017 Aside Category: Panel Wald Subcategory: Sates Compliance MWrotl: Evalueibn Report from a Florida R Pegistsad Archibd or a LicensedLicensedFiordslda Enpinser Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (330) 922.2389 PE43409 (813) 767.8555 Psorrera .am 10/042017 100=17 10111/2017 121122017 Approved Revision 2017 GAF Category: Roofing Subcategory: Asphalt Shingles Caurplltrwe Medhotl: Evaluation Reportirom a FloridaRegistered or a Licensed Fiords Professional Engineereer Michael Stan Robert Nlemleen John W Knesovich, PE (ON) 7863411 PE-591W (954) 772.8224 .anrn O91272017 09202017 0912g2017 1211=017 Approved LU hat Product Mode. Number or Nam Quarto An Produot Deaoulotlae Contract Em4Won Ageroved forLA! A Ode in KV 121 W,,d SDI Use Impala Oubkb trim Rashrignit coolant Prose nu lat Prods Modal. Number or tamp GLoft Asw— Product Qlacdollm Contract Emkatlon Dab Accroved.forthie Aparovetil for Ues Impact In HVKZ Outside HVHZ Resistant Q91gn Pressure ¢$a ProduetYodN. 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Category: Rooting SubCabgery: Underlaymen s Complbnp Method: Evaluation Report from ■ Florida Registered Archihot or a Licensed Florida Professional Engineer Keml Eden Zachary R. Prise Looks Bowden (417) 624.60" PE-74021 (334) 300-IWO kem_eden®fameco.am 10/192017 10l05/2017 1D20r2017 12/122017 Approved Revision 2017 L.V. Thompson, Inc. dbe Thompson Architectural Mars Company (TAMCO) Category: Roofing "cl PadSubcategory! Rooting AwMaorlea that as an Pre of Ms d: Eatling System Compliance Conpgrta Metled: Evaeatbn Report from a Tony Christman Zachary R. Priest Locke Bowden (813) 24634W PE-74021 (334) 300-1600 tom/®gom rtahooSng.com 10/10/2017 10/102017 l(Y172017 12/122017 Approved Revision 2017 L.V. Thompson, Ind. dbe Thompson Arehheaural Metals Company (TAMCO) Category: Rooling subcategory: Rsotirg Arxoesorbe that are an Integra Part a the Roofing Systanon R Compliance Metlhod: Evaluation Report from ■ Tony Chdeman Zachary R. Priest Locke Bowden (813) 248345ti PE-74021 (334) 300-IWO 1011012017 10/102017 101172017 121122017 Approved Revision 2017 L.V. Thompson, I— dba Thompson Architectural Metals Company (TAMCO) Category: Roofing Sur+C+bgorl/: Rooflrg Accessories that are m rl CopsIntegral Part M th d: Efinqval SystEvaluation ccnpitenoa Method: Evakuaticn Report from a Toms Christman Zachary R. Prieto Loire Bowden (813) 24834M PE-74021 (334) 300-18M tonytilgom hilroang.com 101102017 10M02017 10/172017 12/1212017 Approved — � Florida Registered Antraea or a Licensed Florida Fiords Registered ArMaed or a Licensed Florida Florida Registered Ardriba or a Licensed Florida Professional Engineer Professional Engineer Professional Engineer Prodmct MrMN. Number or Name Comnat Apace Apace In "M Outo Impact a NVFQ i D I Keegan n 2EMd1&ta FL1169164t2 Products ,$9fta 6 No. 15 UL Asphalt saturated organic felt 01/072019 Yas Yes NIA WA AKE 1 Product Model. 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Thompson, by dbe Thompson Arrhlbduul Metals Company (TAMCO) Category: Roofing Subcategorry: Roofing Accessories that au an Integral Part of Ms Roofing System Comlilionce Mehl: Evaluation Report from a Florida Registered Archor a Licensed Florida Probational EnEngineerEngineeribct Cndiv or EoalestrI ms Validated IN Tony Christman Zachary R. Priest Locke Barden (813) 240J456 PE-74021 (334) 300-1800 to agometakooMg-com 21ta seta Yatldmd atltamtltad 10M02017 101102017 DWA Dole t'10 Ascor4Yel Awprmld 10/172017 12/122017 slab& Approved SrQA 11011 VWWM Revision 2017 FL91216"1 .aBSd1paIML Florida Mate Products Inc. Category: Roofing BubCdogim : Roofing Accessories that are an Integral Pad of the Rookg System lbns Compo Mehod: Evalustion Report from a Florida Registered Architect rn a Licensed Florida Professional Engineer Products Entity w Content EpalpaseALicense Validated Or Clark Jones James L Budrer, P.E.® Michas John Romer, (90y 783-8400 CSUCK Engineering P.E. choluWamco.com PE31242 (561) 414.7557 21M 211a Dole POWtmp 20 Valtlltad alb F13QA—[ Approved 1025=17 I0105=17 10272017 12122017 sum Approved Revision 2017 Lananco, Inc Category: Roofing & bCaegory: Roofing Accessaies that are an I magnet Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .. pIJt177,d2-R3 R`oyluutl9..,, ; `.:: ,;; f Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE (501)962-6511 PE-31242 (717)317-8454 aczrter0_loman—com �. i '- Y Quality Assurance 04,U9/201B 12H812017 04/15/2018 Approved for Use Approved for Use 06/122018 f Impact Approved Design cud! ivpa VaWM Revision 2017 PL17laf.R17 1i M Boral Roofing! Monbrtgsae Cabpry: Rooting Subcategory: Roofing Thee Compliance Method; Evaluation Reportfrarrn a Product Evaluation Entity Products..: Emxy or Suit Engineer Valldat.dBy Thomas Jammed IAP100 Uniform Evaluator Gary W. Worker (602) 2ito-2288 ServMne LLC. (20.5) 854-0160 thoma jorn rle!@bOrALOD an QUOMA g go goal Dab ho VaItaa4W Submitted FOCApaLerfd Aparond 10118=17 1=512017 10/212017 Approved for Use Anp[adfortlim Ioroest stall& Approved 91" pa — � Sea it Pr du t Nodal. Number or Norma Product Description Contract Expiration Date I HVHZ Outside HVHZ Resistant rre Pressure �i Pdrot aro". Number or Name m ,ggag�gp fg� Ouikk HVHZ � AMA Product Mod W' NnaNw or Name Ouaft Aenaarmu p Approved for ltee JpHVHZ the typed Restated Dollar! 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Roofing SuhCmgory: Rooting Tfts (SM 260-2288 thomasjennea@Doral.a Services I.I.C.(205) 864-0780 Category: Roofing Subcategory: Rooting Tiles ( ) 2288 Services ( 16 Momes.lemhet@bealso L� CompNmwo MoN i Evaluation Report from a an Matlatl cation Repot from a CoCompliance m : kretlon Report from a m Campltenw eratlhd: Evaluation Report from a r11 Product Evaluation Emory duct Ea valuation Entity Product Evaluation � Product Evaluation Entity FLa7849411 Products FL#78494til Products FIlrllaRll Products fLa78404q11 Products Quotas AMYMm! Aoorgad.for LIM lmpa4t Design CaudlorAssuessoce Approved W Use Approved for Use, mmom 21WM GWYty Assurance AQprerralfor Um Acarovsd for Use honest 219M Quaft Aswurrance Aoorovd for use Al&fmfffifprges LMOM psalm co age Product Model. Number or Nam Product DescltalM conbm Em)kaIgn path In HVHZ outside HVHZ assistant P!lesgre Alta Product Madel. 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Number or Memo Product Dongdollen Contract Excitation 111.11M outside Resistant py 28 Visa 900 Medium Profile- Lake Wald, FL 1111mois No Yea N/A WA /8 sm y 900 Flat Prone - RWib, CA 101mol s No Yes NIA WA 17 Sawyy DW - Country SIM, Hartford Skits, Shake, Serb, Flat Profits - Stockton, CA 10A42018 No Yes WA WA 18 Sammy SW- Country Sete, Shake Bump; Sob M FPro6k - Henderson, NV W042018 No Yes WA WA � SplitThatch }w O v, Florida Department of Business & Professional Regulation Fa e + a 1 Florida Department of Business & Professional Regulation prpe I a I Florida Department of Business & Professional Regulation Pon i a I Florida Department of Business & Professional Regulation Pape I of 1 M Building Codes and Standards V=ls Building Codes and Standards 11512o16 Building Codes and Standards 1AWIS Building Codes and Standards 115MIS � W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall FLe78494"I FL178494t11 FLt 5W84ta FLNIOYjl6M Sam Edb or 202 Rdt Dab Pandm Des 92111 Entity 121K 21k pop S911e tudgr rn 1& 20 Dab P"Whm DOta _Cosa antler or Rata owe Date Prmdne 21g eve C 110112 Version Revision 2017 Mostdes6US Boil Rookg lMonWLNsas Category: Roofing Cwnta9t EDdnear& Licamis Validated! 8y Thomas Jan. or lAPM0 Undom Evaluation Gary W. Walker (602) 2W2288 Services I.I.C. (W5) 86"160 Validated submitted 10118=17 1SMS12017 FOGApareYM Awpnt1&d 10212017 Approved stet& I1Me Version Revision 2017 Itemdactues Scroll Roofing 1 MonlsrLRAU Category: Rod g contact Bnatnear&Llcarao Validated By Thomas Jammed VLPMO Uniform Evaluation Gary W. Walker (602) 269.2288 Services LLC. (205) sam-m 0 VadI" submitted FBQ Anemslal Ase>IDMd 101182017 10/01=17 10121/20t7 AMR Approved MuNt Vast Revision 2017 IaIIIWf6m[ Global Protection Products, I.I.C. conlaGt EmilmLAl.lpam4yaimmwB1 Tim Robinson WebrA. TMt Jr., P.E John W. Knezevbh, PE (954) 45 PEd4187 (954) 772-022d Vaddeted Submilled FlICA—val D910B2017 0631IM17 09/112017 Apgrovad 12/122017 step& Approved 11M VIMIon Revision 2017 Ithurrulactonew Globe Protection products, LLC. Category: SAueea contact I!-kmr.a.Lk— Validatedey Tim Robinson Wetter A. Tight Jr., P.E. John W. Kneuvkh, PE (959) 889.7545 PE14187 (954) 77241224 Valldated subm, F&CA-royal Approved 090062017 051312017 09/112017 1211212D17 arall& Approved Subcategory: Rooting Tiles Momae.)ern ea�boal.00 SuhCatepory: Roofing Tiles thomss.Iemmea�6oal.a Sebpory: ry: St BubCabgory: Storm Panels bison tlm.robMaon�psot.com eubCaepory: Storm Panels tlmrobineon@pppanlcom ort Report from e Product Eva MaWd: Entity Product Evaluation Ens)' m Compll— Mehl: Evaluation Report from a Product Eve suldn Entity m Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Fiords ConpNema Mdrd: Evaluation Report from a Florida Registered Architect or a Licensed Florida Z F1i7849R11 Products f7i75411471 ProductsProfessional Engineer Professional EngineerQ Qtm tCAasummaj, Approved forSlg A rLl- Impaer !Edon oualavA,-- Aperovoill am Use Aimee leaned 2tltan FLMBDi4>Bd.Frada4 Dt110704tiPmducts J Ing Predict MdaL Number or Nam prodmpw Contract Expiration Daft tp-HVHZ OueeldeeNH2 Roo $eaa Product Mode. Number or Nam Prodat Deddotld Conlaoscri Excirsdon Dab In HVHZ Outside NVN2 $gygo Pillfyre Qualai Amourm AnNyvad for Um Ap&ovell-for use loWGt 12MIprl Ouawb Assurance o Aowovad for Use, Approved for Use 19 Saxony, 900 - Country Slab, Shake, Slab & Spa Flat Proft - Lake Wald; FL 10/04/2018 No Yss WA WA 20 Saxony, 900 - Shako &amp: Sera Flat Proiss - Lathrop, CA 10/04/2018 No Yea WA WA 129 y Product Model. Number or Nam Product OnduNfrt contract Esautlru Wb In KVHZ Outside HVNZ Roulsbunr Pressure, 22a Product Modell. Number or Nam Product Dissertation Contrast Embolism Dm In M612 outside Resistant Pressure Shake 1 20 Gage GaNantzed Steel Storm Pa vsW 1HVHZ Corrugated GsNamred steel Storm Panels retained 121312019 Yu Yen Yee WA 2 24 Gags Galvanized Steel Stereo Pan*WNHVHZ Corrugated Githamizd Steel Storm Petals retained 12012019 No Yes Y" WA or Trot by tracks to Provide humaane protection. or not by trade to provide humane protection. SHEET N0. PA 102 7:2�- a It 9 -f--s d? � Florida Department of Business & Professional Regulation Pagel of 1 Building Codes and Standards 1171201e (Q (3)-+-' Florida Department of Business &Professional Regulation Peps 1 a 1 Florida Department of Business &Profsio esnal Regulation Paps+ of+ Florida Department of Business & Professional Regulation Peps, of � (� Product Approval Application Detail Building Codes and Standards 115=1e Building Codes and Standards 1/w201a Building Codes and Standards +1sr2o1e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail �''�� Q291. Entity yL_ // O or gate Dole Date Pending get$ FL919994t$ B N94t1 H, 09434 � -.,., Type Version Manufacturer Contact Enallnear&License Valldated By Validate Submitted FBC Approval AooroyedStatus `id Revision 2017 All Amencon Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Tray Bishop, PE. 042012018 102012017 04202018 06/122018 Approved figila EObbL. 21M 2111a DietwPondmor 21M Q. Entity or go 209 Dow Pawing 10 2901 allor20 20 Dab lassiffinal Etta Submitted Fill Aeoroval Category: Shutters (561)712-9882 PE-0045549 (954)947-0880 must VaWan Manuhelueer contact EmaxweirA Llama Validated By Validated SgbwAtlnl FSC Aoeroval A AMR jygt version manufachmor Combat EDmnser,A U- Validated By Vg1Mvlad submitted Fill AgpCetal AconwedAtabs jygg V..I- Manufacture, Cooled Engineer ,A,UOKIg Validated By yylid Awnwatl U V J Subcategory: Storm Panels mikeb@aliemericanshutte Revision 2017 nW Bustling Components Group Im Stuart Leaft ICC Evalual Service, LLC Wssem M. Ranieri, PE 0911SY2017 09/072017 0921/2017 Approved Revision 2017 flW Building Components Group Inc. Stuart Lewis ICC Evehlation Service, LLC Wagon M, Ranieri, PE 09/1912017 09107M17 09212017 Approved Revision 2017 T W Building Components Group Inc. Stuart Lewls ICC Evaluation Service, LLC Willem M. Ranieri, PE MIM017 09/07MO17 0921/2017 Approved -•� CIO '^ Compliance Method: Evaluation Report from a rs.°- Category: Structural components (847)918-6473 (407)881-1917 coapill structural Components Ompcnems (847)9186473 (407)881 ,917 �1+BaY: Components lC (847) 9184f473 (407) 681-1917 J "' VJ Florida Registered Architect ore Licensed Florida SubC.Yegpy: Trues Plates siawrsQsI erlwlon, � nbCCabporY: Trust Plebe alewbQapinetw.comm lTrial Plain alp ne8w.mm U Proiessimel Engineer �u� Evaluation Report from a ComplianceIdea Evaluetfon Report from a � Method Report from a O •O fLAi7Bl�A FL. PComplie roduct ntity Product e En* ation Entity L O - Gk1aIIW Assuame Approved for Use Aporovedfor Use Impact DO . F11.01"ll-ft Products O Seat Product Model. Number or Name Product Description Contract Ezolratlon Date In HVHZ Outside HVHZ Resistant Pressure for Use Impact219M Quallity Assurarvas Approved for Usa Use riepees � Aamroved for Use Approved for Use honest Design 1 Approved LJL 1 249a Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 12131/2019 Yes Yes Yes N/A 9ta 1 ITN/ SCG/Apne Higher Strength (H 8anp; S) an Debta.tlf� Model Connector Prot. 12/31/2022 Yes Yea WA Pmeut WA Alai 2 ITW BCG/AyNe Hope Pete Product Doseduldorm Conjuned Exabration Dab tested Connector Phase 12/312022 1. HVHZ outside HVHZ Yes Yea Resistant WA Pressure WA Hip..! 3 Produet Modal. Nunher or Name ITW SCG/Apm s Tmulox per, MAW Connector Pla a 12/312022 1, HVHZ Oub" HVHZ RnIMwA Premiums Yee Yes WA WA /� V O 4.e� ttteeettt O N L �� Q �^� 402 Florida Department of Business & Professional Regulation Ppa 1 Of Florida Department Of Business & Professional Regulation eg pap. + a I Florida Department Of Business &Professional Regulation Page l of FloridapartmeM of Business & Professionalon Pepe + m 1 Build -mg Codes and Standards +152ole Building Codes and Standards 1 u2v,e Building Codes and Standards 1/542018 Building Codes and Standards +I5=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail f1,2t2N$4 Ss9e Entity or 21M 211 ( Psoglm !tata FLa21074M Ss,ta EMIbLa 20 21M DebPaodlon 1alit FLMBT- M fift EISIbLtL Rota Data DOWPando aft FL#2,974ta Sala EoYbc9[ 2MI Do DOUPWOM 21M MM version Nwaukohm Contact EmbMer A.LMa Validated ae ldhiod spamlltag PBCAeor-al Aoproved Htlbta Mint Version Akntdaduw EaglouL.d1ltatoN Validated IN yyp11111111111i Aub lftd Fec Aemmral ADDFMW Abdul 1= version Manufacturer EDlaoetLHJ.kwa Validated ay Validated Ay HI" Fec Approval AparsYffi stabs mm Version 11Yskulutune[ .2 ElmldalBJ,lrant Vrld.led ay YADOM Sys PIRC Ali <mMt Ato@Yffi Am& Revelon 2017 11 aWWing Come, ..to Group Im. Stuart Levels ICC Evaluation Service, LLC Wham M. Ronled, PE 09/19=17 09/072D17 D9212017 Approved Revision 2017 MRek indusWes, Ina. David Wert ICC Evaluedon Service, LLC ICC Evauatiom Sella, 10119=17 10119=17 10222017 Approved Revision 2017 MiTak Indualdes, Inc. David Wert ICC Ewluetlon Service, LLC ICC Evolution Service, 1092017 1011WM17 10/222017 Approved Remission 2017 Mrrok lndusMm, tn. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 101ill 10111VA17 10222017 Approved category: Structural Components (847) 91 B6473 (407) 081.1917 CNags1y; Structural Components (314 851-7480 LLC. i Category: StruhdunlCompomrds (374)851-7480 LLC. Cebgory: structural Contpoams (314)851.7480 LLC. SubCaMgmy: Truss Plates atewi4apiwilta xim Subcategory: Truss Plows dwert@mllcom (205) 50948W SubCals": Truss Plot" Mrertlomil.00m (205) 598-9800 Mlbcatsawy: Truss Plates desu tem9com (205) 599-0800 Canpdm a Mod : Evolution Report from a Complanco Meted: Evaluation Report from a compliance Method: Evaluation Report from a Canpllana Method: Evaluation Report from a Product Evaluation Erfiffly Product Evaluation Entity Product Evaluation Entity Product Evaluation Entity P:a .Products A, -ad for Use Awarroltl' .lat Use bass fLadon FLa219749 Produces Quality Approved for Use ApotMrtf for Use bppr3 Detail Fta�2197Ra Produunta 0,1&AHfaaDfd AtgCmMY.tatUse Apprpved fog use bfpa9t Design Fli@1974M Pmduuda Gustav Assumarece Asmacemed for Use, Acterygod 1211 Predud Medal. Nunhera Name Product Dsstorl0taD Combed Excitation Dab In HVHZ gu Btu pr re ffi! Product Modal. Numtrra Natce jRtlllli Orulalds HVN2 !ta> P� Stp! Product Model. Number or Name Ja11YtR Due" -HVHZ !tam Pramual All ProdNLModel, xurnMr contract gxpkatfon DIM In HVHZ gat"lYtiL Restated ECltggrt 4 nW BCG/Alptss We" Metal Conr»dor Plats 12012022 Yes Yes WA WA i M18SHS 18 ga. Wpar high strengd trues connector plate 01/01/2023 Yes Yes WA WA 2 Of 16 18 as. buss connector Prole 01/01/2023 Yes Yes WA WA 3 MT18HS 18 ga. Wall strength truss connector plate 011012m Yes Yes WA WA l Saloom Florida Department of Business & Professional Regulation Pass 1 d 1 Florida Department of Business & Professional Regulation P.g.1 of 1 Florida Department of Business & Professional Regulation Pepe / of+ Florida Department Of Business & Professional Regulation peps i a 1 Building Codes and Standards 115m+a Building Codes and Standards treadle Building Codes and Standards 115=16 Building Codes and Standards 5/lOfB Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail FL021914115 2991 Errft 20 20t Dees Pe seta Fu21974ea Code EBt+9L1V 21M gsg Dab Pendim Dow FL/86274M RM 21ta Zeta Dab Pmtlim Dow 11111.061112740 S20 M 21ft Dow Pavidloso � I721 v+obs Ma. contact Enw lau a Validated8, ydwm lwmd d FWArlamMl A,,,,d stage Ixat version Eastmain, aL� Validated by V91ddtl sghmlgali EINDdgaroral App[tmC stabs IYa YtWpD M SmDYe EnalneaLiLicereas Validated By Yaltbdtd Subrnhm PWAoproyal Approved Htabta mm Variation wDldectuMc iLlraose Vrdit SaNW E�Mab Ya�ll lwmbw Fill Approval ADDrm� stabs Revision 2017 Mini Industries, kma Dal VW rt ICC Evalwtlon Service, LLC ICC Evaluation Service, 10/112017 10/19=17 102212017 Approved Revaim 201T MiTek Industries, op Da id Wed ICC Evaluation Service, LLC ICC Evaluation Service, 10/192017 10/19/2017 10222017 Approved Revsion 2017 Weyehaeusssr Rob Bottleful ICC Evaluation Service, LLC Junes A. Rachman, P.E. 0822/2017 05202017 071032017 Approved Revision 2017 Weyerhaeuser Rob Baldwin ICC EveNatlon Service, LLC James A Rothman, P.E. O 222017 0B/20/1017 071032017 Approved Category: Structural Components (314) 851-7480 LLC. category: StructuralComponentntts (314) 851-7460 LLC. category, Structural components (253) 9246478 (808) 83&1344 Subcategory: Teas Platen dwer�mlLam (2W 59948M Subcategory: Tnaa Proroa dweut�mlimm (205) li9&98f1category, Engineered Lumber Roser.co ldwin�wayadu subcsesgc Lumber RabutBaldwin�weyeda Canplronce Mehod: Evelueten Report from a t:prrtplrome IleUmod: Ewluatpn Report than a : Evaluation CanpNsna Metlmed: Evaluation Report from a compliance euser.am , MethEngiod: Eveeed Cahpwnca Metlpd; Evaluation Report from a eussrcan - F1.0121974M Product Product Evaustion EnVw Product Evaluation Entity Product EvaWetlon Entity ProductsAncoved product Evaluation Entity CZ Gustav Assiumence Approntadjor Use fa Ur lmcKt Quellhr Assurance Age bn" Damian Ftgean4M Produces Gal �LAH10� Apormad forlbs Approved for Ilea Impact gettingOWIb Ammrn Approved for Use Approved for 1maaSt tZl1t® Inn Product MON, Number or Name Product Descrhgtw Contract Expiration OW In "MHz gut" HVHZ Roe Pressure &W Pmduct Model. Mulder or Name In WMZ I f Ppsgg No Product Model, Number or Name Product Dftcdg r Contract Expiration Deb InFMIZ Qgtside,H Pfeasure ar Product Model. Number or Plows Product Description Contract EXAMO hDale 1p outd& Pressure, 4 MT20 20 go, truss connector prow 01/012023 Yes Yes WA WA 5 Mr20HS 20 ga. high strength bore connector pNte 01/012023 Yes Yes WA WA 1 Microlrom LVL Laminated Veneer Lumber 03/312019 No Yes WA WA 2 Paral l PSL Parallel SWnd Lumber 031312019 NO Yes WA WA (D Hu[gb.CV1wawHuabSrtltatla Q O Florida Department of Business & Professional Regulation papa 1 Off Florida Department of Business & Professional Regulation Papa 1 or I Florida Department of Business & Professional Regulation Pepe 1 a+ Florida Depertmenit of Business & Professional Regulation pace i of I Building Codes and Standards 115018 Building Codes and Standards 1/e201e Building Codes and Standards 115=18 Building Codes and Standards 1ne201e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Ftfa9274M BS9t Entity or 20 )Lta visa go Entity 21 F7169274M O Oft t � DabPlPollution Dow PL99a274M Entity 201 291 Dew Persons t S EotlhLp[ BMt Bob1 11s . 11122 V� Muwtagbl� contact EmkoffAi em V.m.red w Yalpttaa sp4mmW PH4Arugtasl A� sbdua � YmPon Manuta9g�l EmUmlfikiwe YaHgttag.®I ttaStlMla spbldHW P�eAog[t1W Appsmna Stabs � Ywtan MaDffimlrg � EmlouL.H.Lbiott Vdkldw By YtlMMlY $lltlmtllW FecApr.eyal ApptmLtg stabs ]alas YtN9n IYn11ta9b1ta[ � EooioaaL.H.Llranu Validated! 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Rothman, P.E. 08r2212017 05/2012017 07103,2017 Approved Revwlon 2017 CAST-CRETE USA, Ito Craig Perrino MromFDade BODO - CER MWni-Dads B0C0 - VAL 11/142017 10/18/2017 112112017 Approved es - Category: Structural Component (253) 924-847(I (808) 899-1344 cateparr. structural Component+ Robe) 92aa478 (508) 839.134a Gbcateg Structural (808) e347944 Clasgory: Structural Compoants (613)(12,14641 (786)315-2590 SuBCMapaY: Fingirwerod Lumber Robarte9ldwln�weyerha SubCawgaY: Enpktmmd Lunmber t" RObert.BaHeah@xvyafha erect Lumber Subcategory: Engineered Carter Roba9244f478 RoberLBaMwo@weyerha Products Imrotluoatl as a Result M cQarrino�caataste.am l.anplisras 1lotlmd: Evalwtton Raped from a nceEvaM- euser.oart d: Evaluation Report from a nceEvaM ewer.am ComWrome Method: Evaluation Report from a euaer.am New Now Technology Product on Erlay � ton Product Evaluation Emig Coapltena Marled: Certlacetlpn Mad a Listing compliance F1N9II4te ProducesDeal Aossionance F179a274M Predueb F1i99274M PtpdnrL Approved for Ice Fli7a4R19 Prods Approved for Vas Approved for Use b boomAmroved Alt! 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GuIfPBR Min 26 Ga.ove 15/32& Roof Panel over ix9 Woad 04/122024 Minims over Plywood Yes Yes N/A +NIA/ -151.7P8F im Y1tabin AYoldapblta[ Surd ValMsbd by Mod awowA PBS.Also msl Apptmras AMR .TY9e_ Version Manufacturer Contact Engineer & Lleense Validated By Validated Submitted FBC Approval Aboroved status 19 26 Ga. Gu11PBR uIfPB over Min 26 Ge. GuIfPBR aver 15132&quoit; Plywood 04/122024 Yes Yes NIA +WA/ Revision 2017 commercial Conoeb Pmtlude,lna Robert Gillis TNUY H, HUYNH John Hoy 10H42017 10/132017 10262017 ,2/122017 Approved Revision 2017 Gulf Coast Supply & Manufacturing,LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/102017 10/172017 12/122017 Approved -154.7PSF O category: Structural! Components (813) 859-3707 PE-80122 (352) 588-5311 Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 20 26 Ge. Guli Min 26 Ga. GuffPBR over ix4 Wood Pudins over 041122024 No Yes N/A +N/A/ L� aubCatal Products ltliroduad L a Recut of New Tantmalugy preae yall"com Subcategory: Metal Roofing Compliance Method: Evaluation Report from a infofgultcoestsupplycom 21 26 Ga. GulfRlb 15/32&quoit Plywood On 26 Ga. GulfRib over ix4 Wood Purllns over 04/12M24 No Yes NIA -1517PSF -NIA' compliance Method: Evaluation Report ham a Florida Registered Architect or a Licensed Flonda 15/32&quo; Plywood -164.2PSF F7oride Registered Architect or a Licensed FlorMa Professional Engineer 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes NIA +N/A/ Professional Engineer PL#11165UR9 Prprlpds ry - ', ^, -:_ ". 23 26 Ga. GulfRih Min 26 Ga. GuIFRib over 15l32&qud; Plywood 04/122024 Yes Yes N/A +159.2PSF N/A/ CIO -N/A/ SF < Duality Assurance Approved for Use Approved for Use Impact sin 24 26 Ga. GUItRib Mrin 26qGa.uo GulfRib over ixb Wood Purllns over 04l122024 Yes Yes N/A +N/A! Quality A� Aooloyed/ur Lee Averaged for Ilse 10pKt !� sea k Product Modal. Number or Name Product Description Contract expiration Data In HVHZ Outside HVHZ Resistant plg�arg 151J2&quoit; Plywood -164.2PSF seas 1 Product Model. Number or Nam Queer Placed or Cor mertlel Concrete Products Product Descriodgm Contract Exchadw Dab Precast and Prssbwed Concrete Lobw 05252024 In HVHZ OUW&HM NO assistant Yes WA Prnelta WA 1 0.032" Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 over 15/32" Plywood No Yes N/A +N/A/ -108.5PSF 25 29 G., GulfRlb Mn 29 Ga. GUIfRIb over ix4 Wood Pudins over 04/122024 15/32" Plywood No Yes N/A +N/A/ -123.5PSF Cn 2 3 0.032&qud; Aluminum Gut Lok 1 &qud; 249a. Gulf Snap Min 0.032&qud; Aluminum Gulf Lok 16&qud; Wide 04/122024 Roof Panel over 15132&qud; Plywood 1&quota Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 over 15/32&quoC Plywood No Yes Yes Yes N/A N/A +NIA/ -116.OPSF +1 26 27 29 Ge. GulfRib 29 Ga. GulfRib On 29 Ga. GulfRib over 15/32&qud; Plywood 04/122024 On 29 Ga. GulfRib over 1x4 Wood Purllns over 04/122024 7/16&qud; O.S.B. No Yes No Yes NIA NIA +N/A/ -146.OPSF +N/A/ -101.9PSF 4 5 18quot 24ga. Versal-oc 1&quoit VersaLoc .032&qud; Aluminum 1" VersaLoc 24ga 16.5&qud; Wide Root Panel 04/122024 over 15/32&qud; Plywood 1&cuot; VersaLoc min .032" Auminum over 04/122024 Yes Yes Yes Yes N/A N/A +NIA/ -138.5PSF +NIA/ 28 29 Ga. GuffRib Min 29 Ga. GuffRib over 7/16&quoit 0.5.8, 04/12/2024 No Yes NIA +NW -116.OPSF O �a 6 1.5&qud; 24ga, Gulf Sn cep 15/32" Plywood quote Gut Snap 24ga. 16&quoit; Wide Roof 04/12202 4 Yes Yes NIA -101.OPSF Pen Plywood Panel over 15/32&qu -118.OPSF -116,ot; Search Q'Iteria 7 1.5&qud; 24ga. Versal-oc 1.5" V.,..Loc ,in 249a. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF Code Va.[-: 2017 FL #: 11651 ^ 1 & 2&qua; 24ga. Magal-oc Mn 24 Ga.2&qud; MegaLoc 18&qud; wide Roof 04/1212024 No Yes NIA +N/A/ Application Type: ALL Product Manufacturer: ALL W Panel over 15n2" Plywood -108.5PSF Category: ALL Subcategory: ALL I/1 9 24 Ga. Gulf Lok Mn 24 Ga. Gulf Lok 16&qua; Wide over 15132" 04/122024 No Yes N/A +NIAI-96.7PSF Application Status: ALL Compliance Method: ALL Plywood Ves N!A +N/A/-93.5PBF Quality Emily Contract Expired: ALL ssurance E Produc Model, Number Marne: ALL beror Model,se CIO 10 24 Ge, Guli Seam Mn 24 Gfl. Gull Seem i6&qud; Wide Roof Panel 04/t22024 No product Description: ALL Approve d for In HVHZ: ALL ` V 11 24 Ga. Gulf Seam over ix4 Wood Pudins over 15/32&qud; Plywood over Mn 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 04/122024 No Yes N/A +N/A/ gpproved for use outside HVHZ: ALL Impact Resistant: ALL M a ■ ■ Design Presses: ALL Data From: ALL 18&qud; Wide Roof Panel over 15/32" Plywood -108.5PSF Date To: ALL 12 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Rod Penal over 15/32&Wd; 04/122024 Yes Yes N/A -NIA/ 13 26 Ge. SV Crimp Plywood Min 26 Ge. 5V Crimp over 15/32&quoit; Plywood 04l122024 No Yes N/A +N/AI-1SF N!A/-131.PSF l..l..l 14 26 Ga. 5V Cnmp Mn 26 Ga. 5V Crimp Roof Panel over tx4 Wood 04/122024 No Yes N/A +NIA/ Puriins over 15/32" Plywood -156.5PSF 15 26 Ga. Gulf Lok Mn 26 Ga. Gut Lok 16" Wide Roof Panel over 04/122024 Yes Yes NIA *N/AI 152&qud; Plywood - Q 16 26 Ga. Gulf Lok Minn 28 Ga. Gut Lok 16&quoF Wide Rod Panel over 04/122624 No Yes N/A NIAI-PSF +N/A/-63.SPSF Z 15/32&qud; Plywood 17 26 Ga, GuIfPBR Mn 26 Ga. Gulf PBR Rod Panel over 15/32&qud; 04/122024 No Yes N/A +i Plywood -154,7PSF z Q J SHEET NO. PA 13 EWA