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HomeMy WebLinkAbout39575 Dawson Chase DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN ABBREVIATIONS 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS AB or A.B. Anchor Bolt FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room SN STRUCTURAL NOTES ABV or Abv. Above FIX or FXD Fixed RA or R/A or R.A. Return Air AC or A/C Air -Conditioner ADJ or ADJ. Adjustable FLR or Flr. Floor FUR SYS or Fir Sys Floor System RAG or Rag. RAD or Rad. Return Air Grill Radius SN 1 DETAILS S3 DETAILS AFF or A.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AHU or A.H.U. Air Handler Unit ALT orALT, Alternate FP or F.P. Fireplace FR DR French Door RECEPT REF or Ref. Receptacle Refrigerator S4 DETAILS BC Base Cabinet BF B'Ifold Door BK SH or Bk Sh BookShelf FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing REINF REQD or Req'd. RM or Rm. Reinforcing Required Room S5 DETAILS S6 DETAILS BLK or BLK. Block BLW or BLW. Below GALV or Galy. Galvanized GC or G.C. General Contractor RND or Rnd. RO or R.O. Round Rough Opening ST STAIR DETAILS SS RETROFIT DETAILS BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board RS or R/S or R&S SD or SD. SQ FT or SF or S.F. Rod and Shelf Smoke Detector Square Foot (feet) D 1 SECTIONS &DETAILS D2 SECTIONS & DETAILS BRG or BRG. Bearing HB Hose Bibb SGD Sliding Glass Door C Carpet CAB Cabinet HDR or Hdr. Header HGT or Hgt. Height SH or Sh. SHWR or Shwr. Shelves Shower WP WATERPROOFING DETAIL CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SHT Sheet PA1.0 PRODUCT APPROVAL NUMBERS CJ or C/J Control Joint HORIZ Horizontal SL or S.L. Side Lights PA1.1 PRODUCT APPROVAL NUMBERS CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of INSUL or Insul. Insulation SPECS or SPECS. SQ or Sq. Specifications Square PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS COL or Col. Column COMM or Comm. Community INT or Int. Interior K/WALL or KIWali Kneewall STO SW or S.W. Storage Shear Wall it COMP or Comp. Compressor CONN or CONN. Connection KS or K.S. Knee Space LAUN or Laun. Laundry SYP or S.Y.P. TB Southern Yellow Pine Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile D or D. Dryer LF or L.F. Linear Ft. LL Lintel Length THIKN or Thik'n. TOB or T.O.B. Thicken Top of Block 1 FE DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double DCF Decorative Cementitious Finish MGT Management (room) MAS or Mas. Masonry TOP or T.O.P. TP Top of Plate Toilet Paper Holder DEC or Dec. Decorative MAX or Max Maximum TR Towel Ring DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom Window o, 3 -o DIA or Dia. Diameter DISP or Disp. Disposal MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave TYP or Typ. UC or u.c. Typical Under Counter DIST or Dist. Distance DMF Decorative Masonry Finish MIN or Min Minimum MIR or Mir. Mirror UCL LINO or U.N.O. Under Cabinet Lighting Unless Noted Otherwise v IDS or D.S. Drawer Stack DTL Detail ML or M.L. Microlam MONO or Mono Monolithic V or v. VB Valve (shower or tub/shower) Vanity Base o o DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening VERT or Vert. VL or V.L. VTR Vertical Versalam Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical ELEV or Elev. Elevation PED or Ped. Pedestal PH Phone WC or W/C or W.C. WA or W.A. Wedge Water Closet (toilet) Anchor i EQ Equal EXT or Ext. Exterior PKT or Pkt. Pocket (Door) PL or P.L. Parallam WD or Wd WOW MDR or WDW. HDR Wood Window Header m Lo N EXP or Exp. Expansion FBC Florida Building Code FDN or Fdn. Foundation FXD GL Fixed Glass FG Fiberglass (Shower Pan) PLF Pounds per linear foot PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf PSF Pounds per square foot PT or P.T. Pressure Treated WH or W.H. WIC or W.I.C. WM or W.M. WP WS Water Heater Walk-in Closet Wall Mounted (plumbing fixture) Water Proof(ing) Water Softener 23 FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) o 0 REVISIONS J 08-20-15 1.0 NEW BASE PLAN 1 12-08-15 2.0 FRAME -WALK REVISIONS o 12-22-16 3.0 Al B1 ELEV. REVISIONS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 01 —04-1 8 4.0 2017 FBC UPDATES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES 00 E 0 J � E �1�11 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 03-29-18 5.1 UPDATED PER CITY COMMENTS r'OMP�� ITS PREVAELiN� CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. A C FLRI'A BUILD) CODE4 , 5 I.?� NATtC�t�AYDD.� iR41a tHil.L o��N�►�Es Notice to Builder & All Subcontractors o i It is the intent of Designer/Engineer listed in the titieblock 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 found in these documents. Any questions regarding the information found in these plans should be directed to our N O,P'j; F- ON 00 OX`'( o oinformation Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without N advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 0 `°' z_M 0 01 z z J r� U) zCl� C9 w Q V — 0 `L D �V) U 9ti coN W pp a) M Q1 M a O Cl) U S O p N / 1 00 0000 O ¢m ,IAY- C O O Lgr rn Q Ci Al I s D® N C B D•C tw CD O � O M]] 00 fA Z IN W M M� Z R Z 1— .2 U I C�) . W U ! Oa(gR a fA N --.5 -, tA � Ems - Z LLS W •.��/! A �0`' ra`i•.•P \ S •`•• TO /� r/PFt6EQftit��` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com LZ Z 'boo Z W �ozz U O V W C 0, e2 C7� V � No W W o�O _ ZLU ii V ) {jam J C LLJ F Z O _ U� Jw U = J o w 2 t- r Lr) U O a ZwZa N a � o o�� Z t-i 8'0 w L0 Q .. w Q Z 0�Zo o aZ ,—t M} V = Z m ,V^! Z w ,nn o ¢ rn 00 g = W ,- 4 a rn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. C)" S c c d m ao E x TYP @ 2 STORY J S6 H.B,t 43'-0" (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 COND. 8 S6 TYP @ 2 STORY I I I ( I 1fG 3 I UP 16R Cl) I I 13 14 15 I 17 18 o 00 - FLOOR G.T. 9 FAMILY ROOM 8'-8" FLAT CLG. CARPET C° _ _ 42" SLOPING 0 10HALF (3)2X4#2SPF 11- -- M W/ (3)16d 12 - TOENAILS @ BASE IDI G 8'-8' T o S3 � 00 C144'-0" FLEX 8'-8" FLAT CLG. CARPET A M � N O Lnn, -0" N (2) #5'S "' 2X6 WAL- 5-SH oo H4 - r O 12" DEEP '_ U? 2068 B.F. -_-----_---- HDR AT T-4" E IV T R ' 16'-4$" T-8" I T-8" T-6" 6-0" - CL . S6 ,� - FOYER T76 4 �'TYP 0 f _ @ 2 STORY (3)2X4#2SPFW/ (3)16d TOENAILS @ BASE rBASE C�7 E O00 E DINING ROOM PATIO 8'-8�A PECLG.2 rig OI 0OI O O O u- 0 t'- 8'-8" FLAT CLG. TILE I _____-- ' 2) #5 S - 0 o 0 "' W.H. 3) 2X4 #2 SPF W/ covr, 3)16d TOENAILS o 2'.6" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC CAR GARAGE S3 S3 - -- --- I D i S3 I I 4'-0" 1'-0" _ N I I j I I ' I I " 8'-8" FLAT CLG. I I I I I I 4'-0" 6'-2" 6-6" 4'-8" 20'-8" I I I I I I EDGE OF SLAB 2" BEYOND WALL 'IleI cV cc I O I H w I w I p I I I I I I I I I o `r° IT N r I F] n L 36 - - - - - 3e - J 3 r = O N I " I I I I I I I I 3 CH -� '-8' F T CLG. 1 80 I I I 2 68 668 B.F. . - I----24 -- 2, --- 2x6 WALL I I L - - - - - - - - - - - - I I I I REF. - OPT.- PANTRY 16" DEEP3 5-SH _ - - 0 N N iv J H.B.+ S6 TYP @ 2 STORY HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 j S.H. 13 20 X 38 j 18 4 X 3711 S.H. 14 20 X 50 j 18 j X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 18JX714 S.H. 11-12 271/4X26 26X25J S.H. 11-13 271/4X38J 26x37 S.H. 11-14 274X50i 26x50 S.H. 11-15 27aX63 26X621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 z X 37 3/4 S.H. 24 37 J X 50 i 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 j 52 4 X 37 4 S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 j X 62 J S.H. 36 54 X 72 52 4 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. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 (D +28.3 / -36.4 OE +26.6 / -28.0 +26.6 / -32.2 �G SEE SN SHEET jr,.u_1_'�jSEE 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 +34.0 / -44.8 WALL LEGEND �1111111111111111" fi I i i 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 1113111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 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 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION J R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 z � _ o CD z z Q J a V) 0 w OLU 1,100 � o0 N r- 8 4' m a r'i _ O O N �LL00 U 50 a^ <t rn o < d 8 D. N C B D C .-`- •,�� - OO MOB v�i N Z NgZ � z U W S was I- �_" C9a ii. U_ U W W ♦♦Q♦♦ 10z 0 W PPC N M E_� "-' U)� ¢ � Z I @!fit 2, `� wr ecx� J �� �%b 0 < To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz dp Lu �F } w¢0�Er UZoo oo�e< �OzW Z 1 2 'D 2 oU LL N J l L J mLo LU zz >o Zz aO Z z 0 43, LL 0 a LU �£ Uuj o0z �k I- O � � Ln X P O ¢ U g 0 fV L,,, 1 Z`z N a d- W LL2 Z �o 8, W J Lr) rl LJ.1 W Q ��,�� dzU0 " o a a o 15 o ,-i M Q z z to z �Zo a �/� 0 Z _ J z ¢� rn0 ,-+ a U) o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 1.0 m r- N W v_ CD 0 Of I T L co E 0 N • o mod' 00 -V 38'-0" '-0" 1 8 I I 1 1 1 1 1 II 7 S6 I I I I I 11=u- _ o TYP @ 2 STORY I ®I 1 15 1 17 18 = TYP @ 2 STORY 4 6 I -- 9-- - F I r -- 11 10 _ -L? _ T r_r^ v/ M CIO ¢ OWNERS 13 - - " - - - LOFT N H3 D2 ROOF G.T. - - H3 6 M u SUITE _ _ AHU 14 I 8'-0" FLAT CLG. _ _ I D2 8'-0" FLAT CLG. J1, _ 5 I CARPET CARPET _ 16'4' T-72' CP LID rco - _----T-1 -8- 3'2t " -92 2'-4" 6'-10" 5'-4" 2'-6" I I - I o r I _ N 2868 - I 00 in r ti =w I I I m L60 I I I O CD to I u I co r L r n I M cA R Qo ITr I - i I -al to to E 3%-X-2?� °CI r� - -----_--' o 10 T D E FF oC t � o I ATTIC ( o 8' 0' LA ILE CLG �I DCR _� I BEDROOM 2 2468 8'-0" FLAT CLG. can CARPET 011 5, i�t 4'-0" 10"nl 6'-1 Q 5'-4" 2-42' M 13'-72" w H1 6 iv M SEM oo [X 2668 D2 FIBERGLA - T- 3 SURROUNDR&S tL o0 CO 2668 ------------- D2 60"X36r, --------- -- m =w Z 00 2r 3rr - SIM. SHOWER _ �wp z CD u7(0 iv N w/ (5) STUDS _ ih � N 4068 B.F. 0 J co o 4068 B.F. 3' 2" 8'-10" S6 1 I TYP @ 2 STORY � ItI N I I � 6_52 2,�rt 4" -22 COL O 13'-0" o T I T-102" r 1 11'-8" - _ _ -o 1 ROOF G.T. B 00, w3AT = o 3 D2 �I .al �1 ; W.I.C. m 106 r I= ; BEDROOM 4 '-0"FL FLAT (V \ / BEDROOM 3 \/ 8'-0" FLAT CLG. I W M T G. N H1 @12 1 8'-0" FLAT CL 1 I 8'-0" FLAT CLG. CARPET I I I CARPET I I I TYP @ 2 STORY I `O I j J o FIBERGLA L-----_ ---J S6 O io SURROUND R&S EGRESS 25 SH 6 YP @ H1 D6 3 ORNERS 1 D2 .N.O. D2 18'-8" 211 39'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 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 iI[FIT41 EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 Je X 25 j S.H. 13 20X38J 182X37J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 J X 62 1 S.H. 16 20X72 184X71� S.H. 1 H2 27 1/4 X 26 26 X 25 j S.H. 1 H3 271 /4 X 38 j 26 x 37 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 1H5 27jX63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 � X 38 � 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 j S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 � X 62 J 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. f-cncrml Plntcc R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 OB +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 O +26.6 / -28.0 (: +26.6 / -32.2 OGO SEE SN SHEET HO SEE SN SHEET '�tlQ MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 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 11B111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) GARAGE SEPARATION R-11/13-13 KRAFT FACED (GARAGE / LIVING) C.9 t Z co _ o zC) z <C a 0 Cn C9 cn � w •V - 0 `.0 o (tJi � y M o0 m W f- E Rai- 8 N c+M rn 12 12 1N C)ML Co IM��11no Q (M rn 2_7r M Q o Al B ®® N•CBDC ,,,�� N N U) 8 E; Z W z � L w M 00 C --� r � 'o � k' v� W LU N - . a w ♦ V ¢o cn rn j Q W � 7 OrLL g a Z 0 Co 24 o I., V t:a _r •°• F LQ E 5 � t�F Rlltlttt`�`�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz �o z¢ �aiti� �4880 zW1XX �oZ. uj z < U w N CO CL o C- o LIE v °- ram\ r z o L.L O a C: LLL �3 a U J W _ Q J,�, Ln Q U ilma 0.2 N L r) ZWZ;' ^' l V aaE Q 0 Z ,-i � O J W Uj 5 Q Q Z c <zu 0Q¢ rl Z U Qz Zo ao `�,j�j..' Z LLJ J R UJ O lq 0- U / E SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 5al SHEET NO. 1.1 ZOR FM Q co E x KITCHEN I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC 8,-51n O r17 4 M MIRROR i I I 0 I O PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH BATH 2 LANDING ral 2x8 LEDGER #2 SYP w/ (3)16d NAILS TO STUD @ 16" O.C. LO KITCHEN 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER U I 2x12 HDR. w/ (3) 2x STUDS AT Q EA. END FOR BEARING W STANDARD (3) 2X12 U STRINGERS W/ SIMPSON A35 0 CLIP TO HDR. \ I w 1 x TREADS (TYP.) r CONT. HANDRAIL THRUST BLOCK SECURED TO - SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. O MIRROR Z OWNER'S BATH O M 0 FV O M PRF_FN(­, Pi nnp ini.gT U// /71 O i•� KITCHEN ISLAND INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" 06) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 318 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9116 inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. STAIR SECTION SCALE: 1 /2"=1'-0" a 11' zo —C3 z�z Q D (n W CP9 W OW Lh Ln `(D � m N W pp ~ U N M � -C3 M co M0= N C7 O L lL 08 O Q 0 O V t3. v ch Q O ® B D®._ N C 'H-D 'C I 11 N � t w .Ni M OO V � �Z LN"'NmZ f� Z �, U- ^ w LV o O .ocorn 110Z � 4 /! um ZI t m • •• 1rJ `LI .me =FD • fL r V`o C&LLI 1f1 °• Z ,'fir °•• Ca 4 Ere ,_Sp.)•.! m \- ./s [/may y�± `OFESS �0 y To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNARI 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ w� za W6 Y(Y Zoo 1-jZZ w J o��co u o L0 N 0 Z Z a E ^Q �" C � O 2: L ° _0 U-1 z Z J W i J 2,9 0o' �a ® ■+` Y / ¢ V U �O� ell Y ! VO0Oa, Za Z¢Z¢ N Wg�a Q Z Z 1� ono �ao� W Ln � < -IL, 0 F V _I W Q 0 8 r—1 M Q Z Z 1aZ Z� tu- N� W r Ott � 1,o t.Y _ -� Z r-11O ,--+ a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. 2.0 C2 IE l - W-ma a I �0_= W00- 11 ME! �11'1 Who 1--h -.q q. 4_01 E 2nd FIN, oil FRONT ELEVATION - B1 -------- T.O.P. -------- HDR HGT. CV ti 2ndFIN. , FLR. -------- T.O.M. HDR HGT. RIGHT ELEVATION - 61 F.FL. co 19 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 wail or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. l C9 "' Z M zC\1 z J a U, z V) C9 � w is p O w TN = r— o � o ti m W r- _ C M am c N U O "00 Co o ¢ tm 0 ao rn ¢ d N V O g Z W -�,Nj�� z U) �. i` J a v kj W LY �LU LL rn Z-O °ID o V C N U rp ►� `'✓yd111f1R o F E S 5 \0���N��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LEAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �z � 0 Z Q Q � f F VJ z w¢Y� U400 O FZ LU T0UJz H CL CL X J U3 W " j w LL N m :' O Lij! c' 11 1 • . . z z z X ` z Z 4� ~ U5 'C3 ZLu a � QZF— z 19s IN ce-A �Ln N w ¢¢� z O g z a0� J TI e6i G Q e Q z Ont¢-� V u ~ H z T'I M Z aoo m rn 00 _ V-i d (n o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 3.1 I R 4 00 of T.O.P. HDR HGT. 2nd FIN. FLR. T.O.M.------- F.FL. 12 5 12 �5 T.O.P. ----------------------------------------L HDRHGT. o Z _� CJ CJ CJ CV 2 f/) _ 2nd FIN. ----------------------------------------- - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - _-------- CJ / WEEP 12 CJ / WEEP FLR. T.O.M. HDRHGT --- - - - - - - - - - - - - - - ---------- ROOF TO BE REAR ELEVATION - Bl 12 H LEFT ELEVATION - B1 SCALE: 1/4"=1'-0" F.FL. CV I` r 0o 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. U� M — o z�z Q r cn C9 LU 0 "' F_ o t� ~ U ts Cl) m N L11 8 ~— �M M M _ U O o 0 "- 00 Q 0 W be rn Lo rn Q d Al VVVV N• � U)Z W M C,CEL IZ ��y W C �l LL_ ro `r LU10Ww V >=LLa a a a, z O un VNN ....... —' O Qo. a AR O F E S g10t,rti!!!! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N N R 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 09 u z ¢ E h z W¢�' oQ�o o ZWz Q z "� w O�lzOO W OLU Ln a W "6 Q. L11 z Z U)14 O +� w Ury- = Q o$ ¢ u 0 W Eon Womb N Ln z¢z� q d- o�-� Z 0 i2�i J L1.1 LLI = z ,L—t � a o ,-t (1� Q z y� Q Z �p z a o 00 z = to �Lu 0 _`S rn T__q a V) o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 3.2 211 1" cv iv f2" N � VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, I�''I DETAIL TO BE 1" 2" OPENING VARIES 2" � BUILT W/ STUCCO. EDGE OF OPENING 1'-10" _ r^ - N T 1" CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1'-54" 1/2" RADIUS 1" 4" VARIES VARIES r C' rm MIS Mld - Mla riN CAP - N io 1" 1" 1'-0" 0 M 22, 12 1 1/2" RADIUS VARIES VARIES •-IN f 1 1'-4" 1„ 4° Mlth {Id MTV 1„ 1„ 3„ 41 4" z N r�lv �D 3' 4„ 4„ 2„ �- c%.Iv - Ell to V VARIES 12'" z z - N M 11° 3z" 1" 2 1/2" RADIUS BASE to • Cp iv BASE 4 1,_0„ rN 1Z" *NOTE: VARIES 8" 2" 3„ Z-E FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OPENING 2" = �N 6 „ 1'-6" 1" V-4" T 1" r 241 • 1-1/2" THICK 1-1/2" THICK 0 , CV 21„ 4 1.10" d- l6 6 " L _ T C -IN IV M 4 1„ z iv 2„ 4„ 3„ 6„ - 2„ 2„ N cn _w cn _w rM 24"' 1-1/2" THICK 32" rIN _ M 2'-4" 1'-101, 'v 52 1 5' Sz t KV QD 1,-„ Tl co 51„ Jr4 T, 1" 12' o T VARIES VARIES 2' uj VARIES VARIES 4„ T iv I N 00 _ (D � R6' "2' rM Q�' , Q^ L 1„ z 44 6" 4" �'� FV CV - � z KEYSTONE F11 0 OPTIONAL '- 4" GARAGE DR. OPENING _ KEYSTONE F11 00 OPTIONAL 4" 3 a 4" WINDOW OPENING 4" a' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK &SMOO FINISH • FOAM TEPS MATERIAL IS ACCEPTED 1H 4 1 64 14 1z 54" 1'-11" 54" 00 1 " � 3,_8„ 4" 3'-0" 4" 10" 1'-4" 10" 1-0 �• N iN CV CD <V co CO M • 11,E 2 _ C) 1'-1" 1" GENERAL NOTES: � I � �' T • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH Z o) 0 — C> Z Z Q z to C.9 w p •0 LU 0 C6 ~ C) or- 00LLJ t- N a M a) _ Ri O o 0 U -a u- 00 0 Q cm .Y CD 0 rn rx Q d AlN•CB D C .V N N .w 4 N 4t 00 U) Z �u W m� w Uzi— m cLL o w V >. p m o fZ V m o W WWW.FDSENGCOM 0 CV O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifirations contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L N A R 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampa.com oz ttO 3Q zaa Q ax w O❑8O UJ �0 UJ w Oa w LL N O w mho 0 z z }o fz N O O w V = + LU uj o00 Ln 29 LU U�oQ N Lr) z Z g ui w d- 8❑�❑ w y. W Z w W .J Ln rl Q W X Z 8 t- �¢g M Z 90S m oo Z _ J� ° '-4 0- Ul) o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. F1 2 m r- N m a�5 0 J I 00 H Q tv 0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying With UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH 24 FOUR-WAY SWITCH R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE I.0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN Iwo EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT IMM ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) \® G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G ' J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSY BON TERMINATIOP NEC 14, 250.94 —/ 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opper to lights & outlets opper to 20 amp ckts copper to WH copper to Dryer i Alu Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" C9 �' Z M _ o Z cCDy 2 Q d E3 U) z 0 o ^vl^' a) y W � o 0 W c (A = o i� CCS U o0 m W F- pEo U N CMc7 co Cm:O cc", O o cV 00 U W o r U_ 0 <Crn o 0 �CL rn¢ d B D a `n. c ® M Z ONO W Z �Mibz � z° IlY a '5 W w LU ° ua LtJ � . LL o a O: � Q Z C N t� (� Z LLv f0 O ti Q) Pa W Q N o v U O WWW.FDSENG.COM 00 0 CV CV 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 00Lu d G O f z W��� 0oao �oZz a2:J V 00 LL s' ,Q U Z w z0 a Z fZ Z W cU _J W CC 0 = J p JO ILL. �'0 aU�g F , J � to L ) Q g I Z 8 h �o � Z u_ Z ri �"0''0HZ LU J Ln ri LJ.1 L1J >Lu_5 a0 � F- Z 0 W o M Q Z Z W Z Z t7u RLn Z 0 m O S ,-a a to o SCALE : AS NOTED DATE: 10/2/2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. 4.0 m N g J dam.. co ao 00 E i ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEPF- DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN �or EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) H9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) FTq2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER a ELECTRIC PANEL —IIIIIIIIIIJ DISCONNECT SWITCH (� SPEAKER (OPTIONAL) G J ROUGH -IN FOR OPT. CEILING FAN ��� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN G9 (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER NEMA1 200 AMP METER MAIN O 200 amp 150 amp Disconnect POWERCO. FEED— INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 #14 copper to lights & 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. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. FC.. , .� ...... SYSTEM UPPER ELECTRICAL PLAN SCALE: %4"=V-0" Z M _ o Z N z q�, Q a Z Cri C9 4-J 1y �V — Ow to o I— m W N C1 f6 M =Q? �iI=u' O�oa co C) 00 o Qrn co o- o i,ogv M < d N cr� 10 O M ; 9' O U Z W M N 5 Z w z I— C C? .g W W cm w W _ �� a a Z o R N CN o° �za�C1' W NaM� A O v V O WWW.FDSENG.COM 0 N N 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z w� Z da z Q U�oo J zWo o X: a ,0 O�"o U iN N ° L cu _U F uV�,ff Z Z } QO \/ 'LL Z a W J �../ W 0 J V 0 L-L o11 00 9 0 Z Uo0< Lh Q 0'2!�� N Uj a d- o<Uo PAP Z J r�-1 2: Q L11 Q Z Z o a o �QZ ,-1 M Z tu aoS m ob 2 a Lu rn V_q d (n o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. 4.1 ig Q 00 E W 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 ventilation of vented IN. of of vented ventilation to be provided p . SQIN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1533 1472 210 736 53 368 411.0 276.0 (Zone 2) 135.0 **NOTE — GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. 0 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 PI AN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. U 1� 0 Z M 0 o Z Co a U) Z Ln Ut W M p �V — O LIJ .�ru C6 U W m a N M ® ~ _ U co LY �i 04 O O N ,_ Li- 00 O ¢ O rn QO Lo �v rnQ o A I N C B D C � N �O f0 4 N ZW� ' p c � lL _ c LY V¢�LLo a Z 0., ts'D G.CO _ U C, OF _,ca�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. LNNR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z w� zgmg w7a'°dK UE80 ccX Z w �pwZ .2 a � 8 U N j / � Q g u, z - Z a J w U Ln L J uj 8 Z F— O OP J O QV U Q N U) � z�z� r` N QW Q dcl� - 0 Z Z ^ 0 air W of Q Z auuzo '0' a ulQz r--I re)Q Z � �0 �i o 0 r 00 _ a z a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. 5.0 c c 00 1- E 0 00 N N m p W 6'-4" I TYP ST @ 2 J STORY S6 H.B.t f ■................!!..... ■ ■ ■ .............. ...........■ I S3 1& 00 5'-4" 16-3" Iv HVAC CHASE BASED ON 1 — :: I 0'-01, I J S6 ■: LOCATION I ■ ItINDICATES FILLED CELL w/ 3000 I (\ I Cl)\ , ` PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT I I °0 r _ \ \ \ I : , , , , , , , , , , ABOVE SLAB TYP @ ALL PLACES `` •' ( jg 0 I 5'-416' i I SHOWN51, ( EMBED W// 25" EXT . ABOVE SLAB r �! t "GRADE 40 STEEL" — — — t TYP @ 2 STORY O c� CV \\ CJ �G�J _ L -i CJ I \ `: li 2'-6" x 2'-6" x 1'-0" G Z_\ 1' I S3 •'`= W/ (3) #5'S E.W. o '� UP 0.. I I STUB I I I2NDF CV ' I 1'-9' -O't : 13'-74' : 00 —qk M I L I ( I I I (2) #5'S ■ : I TOP OF CONC./ PAVER TO BE 4" 0'-0" L _ S3 0 BELOW FIN. FLR. I 2'-6" x 2'-6" x 1'-0" I I PROVIDE YZ' x 9" SLOPE = M J TYP @2STORY S6 I RECESS FOR FRT. DOOR r--------- — ------ J ;■ -31l2" W/ (3) #5'S E.W. 1,17777- ■ -- — 4 { I (2) #5 REBAR _ / BUILDER TO PROVIDE CC VERTICALS w/ in I 3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 FILLED CELL N (2) #5'S N `t I -31/2„ 0 PROVIDE 1 %" SLAB FOR HERNANDO ( I WHEN REQUIRED PER FBC 2 STORY o I ( RECESS FOR I COUNTY ONLY I Q0 in L SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I S3 I MASON'S SLOPE SLAB OVER 6 MIL L_ I FOR WIDTH VISQBARRIER N VAPOR I — — STEPS AS I : I CHASE CHCH REQUIRED PER TO I I �? '.n FIELD CONQITIONS : KITCHEN ISLAND I LOW WALLS ISLAND I 131/2 SLOPE 1 I I -- ------ - - q CJ �0 cw I ( II I -F-CJ ■ I L__�� 4" 00 -� I I I I `" o L-----------� J A S3 M IILG I I I I I 11 L L ill z L76lC/) o I 0' (2) #5 REBAR I CI VERTICALS w/ in •; S3 FILLED CELL I - 12 STORY . 1 I .... ........ ..... ..... ......... ........ ■ ■ ■ ■ ■ ■ ■ ■ TN - - - H.B.- J S6 TYP @ 2 STORY " 6'-0" 6'-0" 6'-0" 54" 4'-0" 4'-4" FOUNDATION PLAN SCALE: %4'=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 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 Uj Cn CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" .,� .• ;""—#5 CONTINUOUS . ' ; .: • ,_ �• REINF. SEE FND. FOR ' QUANTITY #5 X 25" X 25" CORNER ' �'• ' �•• ' �` BAR ONE FOR EA. HORIZ. REBAR, TYP. •.. . , . I r :"-, ;'; U.N.O. •, "Alternate: ' The reinf. bars shall be ;Y�;,'�r�;,'�r� �r••,'�r•;,;�; cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" Z co _ o Z `0 Z Q J a � U � cn w M p •0 w C Lu �� = o CCj U ti CO N W pp '- U mp� M M NAM _ O o 0 20 U C '" o Y r of ¢ o 8D. x c -Ji o U) �slt`ir�" w w 0 d ga'! � WWW.FDSENG 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z "'R LU z Ea z a: a. uj<== oo80 Z U 4 OR2W F-- Z z > o Z Z IIY ZH G p O "v = L.L. w U = J 'r) 0 �� �OU. µ1 F t-Y� k N Lri � Za J N w� �2 o� Z 20 2 Z J � �?, ¢ LU o r�i LU Y 8 g C M Q ¢ Z Z V.0 Z Z � aoS rnCal 0 06 4 = J9 ex ,--i a V) o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 6.0 �21 L"L UPLIFT CONNECTION CROSS-REFERENCE to�z.ra MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 1 600 535 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 1 112" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-1Od H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH.120 10dx1.1/2 J HTT5 4350 3740 5/8" ANCH. 126 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K4HD36 3130 305 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L4 37 5/8"ANCH. 34'STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M6645 5650 7/8" ANCH. 3/4"STUD BOLTS TDX10 7845 —4 - 7/8" DIA. BOLTS N1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q 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 1 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" 1 MTW20 1 1195 1005 1 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS ,IX„ 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 P2 1 645 555 12-10dX11/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) 11 (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/-6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR 92 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR q R� CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NU I E: SEE SHEE I D-1 FOR RUOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRIG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING r03 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" MAIN FRAMING PLAN (D v Z C> o _ CO Z O Z Q a Ir/ I Z L/0 0 cU � w (� C) •V — O LU C/i = o (i o 0 m W 8 N C''M I, M C-0vM _ �? r7S 0 00 -c'15 t� oo U in o Q rn o- o v Qv M Q d D. Nc I �y ?-+ N f w O N OON� � W Z N� � W M �� � z w J 0? i r7 LU o3�o zj W}= a a WW DSE M • •C7 i L� zx"q'II if 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 171 Z a f Q Z Lu U 4 8 0 or- Z L' :¢ J oZZ' = azw 0 07 8 z M N LU m 0 CU G< z z > / rr z Z Z z IL o -0 a J lIJ = J O o ,A—`• LL1�0 N.: Lr) rr zaoa N WUJ¢� �<Lu Q orr"&a z ,—I o � J r-1 L1.1 Q Iij Q z ¢WliM � �j z 0 S II— �2EZ M z t o� N 0 00 Uj ¢ rn � a Q SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 5ol SHEET NO. 7.0 J 0 w S6 TYP @ 2 STORY C_ w C_ y v CJ1 CJ1 EJ7• CJ3 CJ3 X CJ5 CJ5 X ( ' (2) A7G A6 J S6 TYP @ 2 STORY A5.. A4 . A3. A2. m .. g A2 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS A3 1. (2) 12d TOENAILS EACH SIDE OF FLOOR 00 A4 TRUSS TO WALL OR BEAM BELOW TYP @ INT. m BEARING U.N.O. A5 LO X L N J (4} S6 A61 TYP @ 2 STORY o 0(4) A7G1 J CJ5 55 SIM, W/ BLOCKING �2 CJ3 - j �G) m CA M1 rf 1-7 n n n c w Cn �OTY P. J O S6 TYP. @ 2 STORY X v (4) a C 0 s `v c N N r7 O V v 0 i U •o / 0 a ROOF FRAMING PLAN w SCALE: %4"=1'-0" V 0 UPLIFT CONNECTION CROSS-REFERENCE ts,z,ta MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. I� 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 i 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1!2" F HHETA20 2235 10 - 10d x 1 1!2" G H10A 1340 1015 18 - 10d x 1 1!2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10dCD H HTT4 3610 3105 5/8" ANCH. / 18 10dx1-112 HTT4 2715 518" ANCH. / 20 10dx1-1/2 J HTT5 4350 3740 5I8"ANCH. / 26 10dx1-112" HTT5 3225 518" ANCH. l(28) 10dx1.112 K HD3B * 313 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 4505 3785 518" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718"ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA, BOLTS N 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8-10d P 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 3-1I2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - tOd 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 LUGTZ 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 H 645 555 12-10d X 1 112" * 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 WI 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (» (A) ) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 4$" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS R 1 OR CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. , 1 I M _ o z z Q t/) C9 QD cn O] J I 00 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7132" 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 AC1318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load \� GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8 8RF14-0B/1T 8F16-0B11T 8F16-1B11T UV I 8F44 1B/1T8F40 1 B11T 8RF40OB/1T 8F321B/1T FORM & GROUT SOLID 'Cr :d. - tY O r LU TU O #5 BAR CONT. 8F12-1 B/1 T II (0V LINTEL DETAIL SCALE = N.T.S. i TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY F 8F 16- B/1 T a tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5 EBAR .(1)RE MIN. TTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL - 4 O 4 #5 REBAR AT TOP 3: G .M.U. 4° 4 MIN, (1)REQ'D-_ Q 1-1/2" CLEAR 4 ° . a Z z D f0 ° GROUT J � a rn ° 4 C.M.U. 4 5 REBAR AT = 0 -Z w - 4 ° BOTTOM OF iL iLw yj cLu LINTEL CAVITY U ((nn � -BOTTOM o ci OX 1.- REINFORCING q ¢ Ci m °u. 7-5/8"ACTUAL PROVIDED IN 6 w D D 8" NOMINAL WIDTH LINTEL ¢z ' C7 w d <1 �o #5 REBAR AT BOTTC AS INDICATED (VARIES) (~it 4 MATERIALS ci � precasflintels = 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. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 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 cemenbtiuos coating. See contractor specifications 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) t STRUCTURAL SHEATHING USP MSTAM36 STRAPS EACH STUD ATTACHED PER NAILING ((1) STRAPS EACH SIDE) CENTERED SCHEDULE W/ (13) 10d NAILS & (8) Y4' TITENS o OR c (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) E Fv STRAPS EACH SIDE) AL SEE PLAN__ E T/VVALL t a = 2x8 #2 SYP P.T. BASE PLATE `v W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE 32" O.C. & 6" FROM EACH END W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL SCALE: 1" = 1'-0" 5'-10" LL O 6'-6" LL 4'-6" LL O 5'-4" LL G MIN. O r;. ti �y. y. 5'-10" LL O 5'-8" LL O 5'-8" LL •v 5'-8" LL O 17'-4" LL O MIN. LINTEL PLANT SCALE: )14"=1'-0" I u� r Z o - o Z c0°y z Q 0- U) ZClLn 0 cry �o •U - Ow o t� U �� m LU t- �M M c N = 9? Bi O o 0 U C �"00 0 c j: Q d) to Q d rn ¢ o A, 81D.1 N-C•B-D,C T.W, j m N �O rn O zi; 4r° N U) W t 00 Z E; N z c F wa Qj 01,L a LU U 3 u_ o 'g 1:4LU Z Qj •°• C ) ���ttttttll@E1tRt� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com OZ CO K p Z Q Q � f� U4O0 U U V'OZW .. 2: J ID OU�Lo «o Uo�O Lu Ln L ZO y U z Z N W �I < Q J W U _ C J LL 9 . �00 >G o I� z 0. Uo�5 a k fV r"Lu n N a F'_0 0 Z Z LL W J Ln t-t < Z 'FY� aao rl M �r ,V^! Z t� Lu � NO Z O l� t 06 Z g LU = J Z a SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 5al SHEET NO. 8.0 osS ■ aE a F- I 00 Cn E I E 0 a: 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 T REPLACE A-C. MANY O THE P U E 0 RE LAC CC M N F E NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R3082 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5, GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 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 RAID) 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. STRUCTURAL NOTES 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1.13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th 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. 1 ST 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: 10PSF 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/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3,1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4. DESIGN ASSUMPTIONS: 3,4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, f'y = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 26', #4 BAR 20", #3 BAR 20". 4. 1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 Y2" GROUT FILLED MASONRY: 1 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: MODULES OF 4.2.1. CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9, ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4, 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ",10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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 WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO '7 BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 T-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1-0" 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 onverpo r and mortar along the foundation perimeter must be removed beofore extenor soil treatment. 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installafter 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 buildingg department by a licensed pest control company before a certificate of occupancy willbe issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA 140 MPH WIND SPEED (ULTIMATE) WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWING S BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 "' 0 zo zCN z � d_ z cn cD w C6 a •V - 0 LU to o c6 U m 4JJ 8 C',maM C",air 9? �i O o Q s LL U o o � Q M LO0 rn¢ d AI B N C-B-D-C T -WTI N w O M W ZWg�Z f�'z C i .� H . J U) W -N``.g w y �� c7 Q W LLN (ilk Q ^A, I'll_f V. �',0FE 55e0�y To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E NA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �z Warms U Z O O zw�� �D z� 0w 0.. o�o U W N �Lo � Z Ln LJJ o Y U 0- 0 :52 F•. 7, N �. _J � o O -� Q U Uj SRO H Orr ' ^ :D k86 u,OOma ' n Y a J z�Z� 1 `M hi l V � W a � Z Z ' 'I 9CYO, ti J W W LnQ�o Wo Z Z Z =Zg m � Z Chi X � ,-i a V) 4 SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 5al SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE w 15/32" CDX En PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH 0103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 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" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 314" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL STD. 900 HOOK BOND BEAM U) w `� STD. 90° CONT. #5 CONT, #5 HOOK BAR BAR OOC C� #5 CONT. FROM ::1 TOHIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small 2" min. 2" gap max. 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full Length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking over squash=20 blocks and require additi0 additional wall or beam below." g consideration. Check CN local building �1/16' code for appropriate i, details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-0" at bearing. 00 i TANK -LESS W/H ti Lo CORNER OF14 ``' HOME H C G GARAGE SIDE O O O 5'-0" o z STUB -OUT FOR 1 I -Off o o GAS METER O ' 0 N � C.1 00 • 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** 00 E ii RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-01 (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x Boise Joist Blocking 1 NP 3" (10ril nails at R" o-c- BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below L&13/4" d bearing wall must stack over ing and wall or beam below.* Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET �/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel "Non -stacking walls Od nails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) to CD 6A 1Y" ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS, 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6004s® 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 BCI90se 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS 1 5/8" 0 THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) ;?III III-1 1(— Nail with 10-10d nails. -r= I^ Install tight to top flange. SLEEVE THRU STEM ° SEE PLAN FOR °• a . • . ° ° FOUNDATION INFO ° d' STEM FOUNDATION r—GRADE _MMKIC er-� ra nur \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. RT Install tight to top flange. 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 D depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION a a _ -1 I d.40. III_ IlA. . _ �' PLUMBING LINE PVC OR SCH40 SLEEVE d 1---- SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION —\ PVC OR SCH40 SLEEVE r L P UMBING LINE d Ad d 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d O .d • .' d • • o' ° da G =11u=1 ° _ _I �I I=1 i l=1 o d T r• 0 SEE FND. PLN. SIZE & REINF. ULO T La Z M _ o z�z Q U) z Ln UI' Q) C ty C6 p <O w .� U r- m W N M CM co W co ig O O N U 5 00 Y QiT Y F::, �Q a Q o N C B D C V N O N,� N Z LU �M�Z z U) ��� 0 }4 w us LU Q 3 Q ttZww Za-°NA LL LU I'fi `W ,,`F'� Mfl WE b GCo i� tb 00 .� < � O • °``•' F V. •• t� 0 F E S S 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com az 0 �o z Q a f H �Z80 2 K �o?z Y J a �10 O W N �� FL o L w z z 0 Xz Z� 0 O U = _ J t— U �W �� >9 �oo� M 00 V �D.• wQ.m2 U 2 4 N Ln � O Z� Z;� *k N <azw Z I\ E o 0 z e� ado LJJ ¢u--== Z.o J r-•I u.l 0 F 0 �E T-1 M 57 Q Q Z �aZ d. ztu �yQo CIDQO z _Ni J DI •-1 a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 5al SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF "OR "0R 1!2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8 e „ „ (U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS (OR %" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM 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. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D, FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1!4" DIA, X 31l4" TAPCONS @ 24" O/C & E SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3"A r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND 1) LAYER TYPE II #30 ( ( ) UNDERLAYMENT FOR ROOF 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH Cl) r `'' 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 INCLUDE THE WALL PITCH > 4:12 ° ° A.F.F. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2�� x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2�� 6 x 6 W1.4 x W1 A WWF OR FIBERMESH 0 o n (2) LAYERS TYPE I OR TYPE II a a \ FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. -I I �I -I I �1 f° . ° ° I = �I I �l � �I -I I I I I L-III i � a a a ° ° - ° a ° ° a 4 a a ELEV.-0'-31/2" Z 31/2"MIN. • 31/2"MIN. I ' o as a.F.F. o ... o o REQUIREMENTS SEE R905. PRE ENGINEERED WOOD .• ' I- _ ' - - I _ITI„I I I - � I I 1I ° a a 2x4 CONT, ° a ° a a a I,_mite.)- . p • I 4" U C _ � _ o _--'31/2"(min.)- 4 III lll , 12 TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH -� -I rI 1 Il�il� I� I II -1 III -`I�-II -) I I `1 I r-I I ° - n o a l a . ° a: e I ° a ' a a GARAGE DEPTH VARIES a O N � - - - P •. 1 -I I -I I � 31/2 (min. - 4 I �I I -I I I�1= =LI= I 1 ' .� f= I I-ITI- 31/2 (min.) - 4 =T= fir " (TYP,) VARIES TRUSS (SEE UPLIFT SCHED. W/ ) METAL PL. UNDER EA. TRUSS 8„ I,[ I I_ Irl a ° ° a _ - -I I �l =I I I J.1- �- g ,;,II�.I�.i�l MOISTURE BARRIER (2) #5 CONT. 4 1 4 8 (2) #5 CONT. 4 i g TYPICAL INTERIOR BEARING U.N.O. MIN. INSU ION LE SHINGLE ROOF 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C 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 DRIP �No°�S coNsoc�R��t STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 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 @ 16" O/C M�N���o S SCREWS 7" O.C. @ SHEET 2x STUD LOAD BEARING OR INSULATION PER FBC AND ENERGY 10 Nc�N co 1 ROW 2x BLOCKING MID HGT. O °� CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. <_ 8'-6". (2) NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. Vx 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 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 PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR c`i� G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" LAYERS W/TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT 24 " O.C. @ STD. 90-HOOK (SEE DETAIL) TYPE "S" 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 w/ (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 - i.t 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR W ;' _ END OF 2" x PLATE WWF OR FIBERMESH , 1x2 PT WD FURRING @ 24" O.C. ARCHITECTURAL FINISH TYP. '- ASSUMED FINISHED • GRADE .- s= �, - . ° • - ' o ' ' PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE Lu 40 MIN. F = 40ksi a y- _m A r o - FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] _o -iI�IMR.. I II F]I�II1= _, 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL ° ? M o D • r_ _- 1 25" MIN. LAP [30"MIN. LAP] g III II I -III-I "=I ° 1 I_ I I 1L►- U.N.O. FOUNDATION PLAN FOR LOCATIONS} FOOTING MONO SHOWN p > °o D P FOR CLARITY ° _ _ _ _ _ o I=1=1 I I-III=1=� 6 MIL VAPOR BARRIERI T I o a c. I- I I -i- ,' I I=1 I -I I1=1 I = °° r- I (=1 I �. N z #5 REINFORCING BAR R 17/8 I -, I I I I I = _ - _- -- I I I I �I IH I I I ►= 1x4 P.T. BASE NAILER 4"x4" INSPECTION p p °=1 ° I I I=1 I I=1 I I=i I 1=1 I I -I 11- ? o° 1=III=1 1=1 I III=11=� i , 1 ' . I I • I r I I I I- 11=I I �I #5 LAP SPLICE (2) #5 CONT. -� - 31/4" BASEBOARD PORT AT EACH _ NOTE: g ° ° III=III=I 11=1 11E1(1=1 11= N *FOR BEARING WALL I=1 I I-III=III-III=III-' r _1 I 0 ® COMP. SOIL, (COMPACTED TO _ I L I - I - -III- 36" MIN. LAP [36"MIN. LAP] „ ON 3 CHAIRS �,P) 8" 1'_4" 8" FILLED CELL TYPICAL _ _ - _ -i W/ UPLIFT ONLY - ___ _ 95% MODIFIED PROCTOR ASTM 1 - I LI I I 1= 1 �I1 -I I , 'I I II I I,LrI 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR cn TO CUT BLOCK OR POUR III=III=III=III=III-III=I I ITI I I-III-1 I I=I i I=III=LI I=III=III=I -III-III-III-III-III-III-I 11-I I I-III-III-III-III-1I1-I I I-1 D1557) I II r 4" V-4" I III , I,� - #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE -ITI-I I_-1 I ITiI 11 1111I I I I L ;III-III-Ill-1 �- #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABWl6X6 aw NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT G W1 AXW1.4 WWF OR FIBERMESH DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3l4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 �- _ SCALE: 3/4 -1 0 S3 SLAB INFORMATION. SLAB INFORMATION. L i _ Z Cl, d I I 1 I g 6 x 6 W1.4 x W1.4 SEE PLAN VARIES - 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 ° �_ I 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 6 MIL VAPOR d _- t �r 1 - _z �- min.) 4' 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M a BARRIER 4 _� �I ( _ _ ° ' a -v GRADE AT 24" O.C. MAX. CONNECTION INFO COMP, SOIL. (COMPACTED TO 95%_ I- r- °O _ _ - _ - - _��"-'r _- - - Q ' = r� I t 1 I T i- TOP OF BEAM &LAYOUT DESIGN - - . ' ° Q Tff-I TI1 - - (1) #5 REBAR w/ OPT. SEE ROOF PLAN a:: A MODIFIED PROCTOR ASTM D1557) _ 1 i I11� - I I IC-riEIV ENCLOSURE (2) HTS20 FOR STRUCTURAL -' N �' 3" MIN. CLR. _ I 1 I I BEAM SIZE & r a ' (2) #5 REBAR CONT. �� " " ON 3 CHAIRS TYP. 4 1-4 STD. 90 HOOK SEE ( i 4- t CONNECTION INFO r, . a'Il _ U.N.O. DETAIL) MIN Pt4� I I I 2x4 #2 SYP P.T. FRAMING w/I III, -I , I , II SEEA/S3/J/S6 �' '-�� ' TYPICAL WALL SECTIONI rA TYPICAL THICKENED SLAB EDGE L 7„6" os.B. Z MIN7/16"O.S.B,SHEATHING ATTACHED PER NAILING g�� FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 _ w SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q > � J 6x6 P.T. #2 SYP SLAB INFORMATION. o 2„ HOLD GYP. BD. 1/2" FROM SLAB W W ABU66 SLAB STEP & RECESS S.G.D.K"M� 01-01, CONT. BEAD SEALANT OPT: DEPRESS SLAB 512" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND a DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° 2X STUDS 24" .� INTERIOR @ O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT 4 ° ` 31/2„ ° SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14" O.H.D. RECESS q z 13' r O,H.D. RECESS E d GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS CONCRETE NAILS W 1 1/2' GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C, _ TO FOUNDATION PAD d- +. " r " '• ' ' • + .+ .. .I. + �-+' ' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' t I - - - 'e• - -,%7- -_ I r _• _ M ' ' ° '' `. ' = ' I PLATE TO CONCRETE SHEAR 180# MIN.CONT. ON FLOOR PLAN BEAD SEALANT �7 SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS Cl) z a GRADE "4(MIN. r TENSION 120#) CONCRETE SLAB FILLED SOLID PLAN FOR co - 4 + +. INS,- - 11� *- co I I1 ,� •, r 1==_11 :: :' = 6 x 6 W1.4 x W1.4 cat r, (SEE SIZE AND REINFORCEMENT) -_ - - - a 1= =111=111-1' ; . �j ',�I III •�•a•'+t'.� LL! 1 ; .. -4 11� t I) •�e.'+. -1 _ �° C '' WWF OR FIBERMESH ; c� Z = I- W ° a=11 -(I 1= I •� I -I 1 k = �1 +� 1T °° vit_ ° BRICK PAVERS SLAB PER o W-1=11 W I=I I Z 1-) • •::�' -1 ,::: _ _ _= i- N II -III II- - ;III=1 `' a a - or p � - - ra?4 _ _ _ z a - - Fh - - SEE A/s3 OR J/s6 i II I ;,L1, „ I, �T SEE A/S3 OR J/S6 -1 I �.-JZI ; h I I I I I- 0-0 FIN. FL COMMUNITY SPECS _- - - - - M 6 MIL VAPOR = �'�I I=I 1=1 1= I! =� - - - - - --' I �'I = -1 1-I I I=1 11=1 I =1 1=1 I I - I=I =I I 1=1 1=I 1=III =III=I I I- - W 1 I 1=1 I I=1 1=1 I=111 1 1= 1=1 1-' FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO, 3" MIN. CLEARANCE BARRIER -III= = = 1=) I 1=III- -III=III-III=III - --' BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) =111 1 1 111 III -I � � - I - - I- • '• • . ;:. ,'' :'; ' ' " �.. PAD REINFORCEMENT =1 I I-III=i i „ 3 MIN, CLEARANCE SCHEDULE) 1' 8" 2 STOR ( ) V-8" 2 ST RY c ( ) 4" 4" •: ••'9' :::; • SEE FOUNDATION (SEE FOOTING WIDTH _ .R . , ,�. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK"),TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTC. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �� SCALE:3/4"=1•-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. z� 0 z�z a rAMMIM z to 0 t„ w �U - 0 w o ACT U o n CoW N M 01 Co M p co- _ U Rigp T 'C N O o a ���S s U_ co ¢0, ao W)0 �Qo s D® ll N 0 .w p�p 8 F, m N Z W z ' z U - f- !] ) �LLo o ix < w LU `� as �LY�Q�LL 0vcnrn Z U) t" LL W N_ Y ttv ,N: 1 U H ..".'F � r�0 ° E ES�0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com €06 3� �a zQ v, w¢gex zoo _J Q Zw�rr �Wz w J Q aaOm O'�LLo V W N o �1 J Q Zuj gZ o _ U J ¢ o Lr) :Z 0a 0 0 �¢E M2 - -,i o�U2,: Z o J ri Q IJJ Z a z o t Z M O m O 0 z = J5 J N a� rn r-I n- V) o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 5al SHEET NO. S3 J ZTTYPTI SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW (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 DOUBLE 2x TOP PLATE VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4 FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" INTERIOR ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONEAMIN. EXTENSION FROM EVENLY LS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +' STUD W/ (3)10d NAILS 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 0 N 2x P.T. PLATE r- L// 9 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 E 1 #5 VERT. IN CONC. FILLED CELL W/ m STD. 90A HOOK IN K.O. BLOCK N KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. N c MOUNTING BASE NOT SHOWN y FOR CLARITY SEE DETAIL o K/S4 _ SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB ti TROWEL FINISH SEE \ GENERALNOTES SLOPE FORWARD += FOR DRAINAGE o SEE PLAN FOR FOOTING N DIMENSIONS 0 GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. w a� 7 5/81, 8" 7 5/8" 8" :.... 7... SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ TO DRAIN DOOR OPENING F= DOOR OPENING I P ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW, EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD "4,) SCALE: N.T.S. SLI KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d 81' STD. 90 HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL WI (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1D FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J T W 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET I GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY :..; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 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 STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6P. J-BOLT TRACK BRACKET fOP 3 aARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER `--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op 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. SLI. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Si FOR ADDITIONAL DETAILS LINTEL 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 RUSS BOTTOM CHORD OR 2x4 OCKING W/ 2-16d TOE NAILS FB@LEACH 1/2" EXTERIOR GRADE SHEATHING END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) LOU O/C FIELD 2x TOP PLATE \:2-16d 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 ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF . ' 48.�PLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ 12111 16d TOENAILS TOY6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON (C P.T. ATE �uvlraviv �r4 gP2 SIMPSON Vill i r SIMPSON SP1 SIMPSON SP4 10c ST J-I M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL fl— NAILED INTO TRANSOM FRAMING SIMPSON / SP4 _: a a.!na 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON QC SP4 —i SP2 —i NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" kGGERED 3OLTS @ 24" O.C. v 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) V SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR 'F) 'F) 'F) PF) Q.T.R. T.R. C ROOF TRUSS ABOVE /_ 2X BLOCKING -(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 �'.�•f ' A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 e • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 1 SCALE: N.T.S. r U Z ch _ o zCDEq zUZI a- z (nLn U w p •O w o CL3 i� U o0 m tir S m M Cl) Cl) m _ U :p O o N �U co tv o ¢ W n. o m "r v M < 6 A, B ®. N-C�B-D-C �m � T +, Ic N �O V O rn # 00 oo� W Z �N w z Z � LLI Q W 0 > 10 Z OaQrn Z N Q C" i Q W w <� b ' o •'•. 0 . fir °•: F .•• �, 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 00 LuQ Z¢a �F W < ( Y 00 �o?z a 6 00 0 65 U W W N oto 11, }o ^� 0. x (1) "d Z J W U =F J � oho 0 Ln a cYy y m 2 LLJ r' a O J ?QQ` ¢ Q W z U ' W Q J _..I GC Q YO M M Q a z W i- WaZ z &zoo Or-n 00 z _ n�o z `LU ri d (n o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & 114"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)1Od x NAILING SCHEDULE FOR " 1Od x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL wl (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER7\ OUTLOOKER 006 FOR W L 1 d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER TOP CHORD SHEATHING DETAIL 24" O.C. @ OR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° t 24 MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)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 F2X4KICKER OF SHEATHING TYPICAL TYPICAL RIDGE FASTENED AT @ "L" BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d 0 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d 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) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT N H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO FROM L ' 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ BLOCKING — —I 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 10dX3" 3" O/C (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" If THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL „ „ NOTCH L BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/81, x 10" "J" BOLT @ 48" O.C. WEEP SCREED 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. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE TOP 2x6 A L, USE SEE STRUCTURAL NOTES 0 x SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHIN OUTLOOKER DETAIL 2x4 OUTLOOKER F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1 Od & (2)1 Od RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR F7/16"OSB 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & O. 6O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 2 4 "T" ON OF PANEL 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS x O.C. FOR THE FIRST (4) BLOCKING, FASTEN WITH ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON HGA10KTw/ (4)1/4"x1 1/2"' 1 Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SIMPSON SP2 w/ (12)1 Od 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. 2x4 LEDGER (MATCH BOTTOM SDS TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1OA w/ (18) BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. REFER TO DETAIL J r SEE STRUCTURAL--,,,,,OUTLOOKER — ON SHEET S5 FOR r xt NOTES AND NAILING X-BRACING, AND TOP r N SCHEDULE FOR CHORD BLOCKING - 00 °° SHEATHING DETAIL INFORMATION 2 I' 2"x4" CROSS BRACE -WOOD TRUSSES C APPROX. 8" FROM RIDGE FASTENED AT -2X4 RAT RUN BRACING 1 1 2 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 ^ `7 �' 2x4 PANEL BLOCKING -16d AT EA. TRUSS JOINT tJl !_It (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL „ (D = Q.207" , L = 41/2) OR EQUAL END TYP. TOP & O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 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 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL • 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 OUTLOOKER 8d @ 6"0/C 2 x 4 BLOCKING w/ (2)1 Od @ 24" O/C WOOD TRUSSES TOE NAILS AT EACH END @ [24" TOP CORD O/C (TYP) BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND �AT f LEAST 90% OF WEB A LENGTH (SEE TABLE) x TRUSS 0 z 'L �GABLE 1/2" CDX PLYWOOD OR 7/16" �OSB SHEATHING ATTACHED BRACING w/ (3)10d x 3" AT W/ 1Od NAILS @ 6" O.C. EACH CONN. @ 24" O/C E ES AND 12" O.C. FIELD SIMPSON HGAM1OKTA w/ (4) MOISTURE BARRIER JACK TRUSS 1/4"x1 1/2" SDS SCREWS TO SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" BOND BEAM CONNECTION TITEN TO CMU El 134 El "' [--­ MASONRY WALL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH I— 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 BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g = ADDITIONAL INFORMATION. 0 0 N 15 G 45' I 00 MINIMUM 2x CROSS BRACING m (SEE PLAN FOR LO N LOCATIONS) (2)16d PER JOINT 0 o L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 ' 00 CROSS BRACING DETAIL ri l SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT 1 Odx3" O/C 2"x4 TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS v "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE o 6.9 MAX. AND LOCATION) � E 0 S5 x w i S 0 6 S5 c� i 01 32, CL <d d / CONT. BEARING GABLE END BRACING DETAIL E3 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES S5 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm� SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING 2x4 'IT" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C_,\� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n I r- CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. III 0 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 010" - 3'-0" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) I- GABLE TRUSS —"VI, 1. OC"W", GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓,y Y CORNER JACK W z x Q U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C9 Cl) z° z� a. V) 0 (1) C Lu f'CS p •0 W t /) e U �� m f— p g0 C fO M _ 0 0 cli 00 Y Q� co �Qv M Q d Al I B ®® N•C B D C s =Jl N N 6 m Z W Z z z = a o Iw w LN Win y �� G Z S &$¢ 0 Q o m o��, Z � LLW Q J ti-+./�••C) ��'�• C-1 W LU d a a �� ••°a• , jOaa• 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. LNR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0z 0 WE zuu a Uz00 oo�0 z U Q Q 0 Z. Z Lu .2 00 y N oWo E ^ vJ z F_ 43t 2: `J F -a 0 W U = J L J Z Uj F- R F- I- w 0 Q v O a N uj < � z Z oWO 0 lL LL. �a-� W J L.ri LLI z �ujLL� o ~¢ 0 z z �zo �0 oo g = ¢ Lu SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. S5 ti a� �v 0C) I i DO m LO CV i it N C) 0 G ■ 2 DO a 0 0 N G.. 00 N CV 0 W g (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERI AYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1X2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2)10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT "'ER PLAN 0 OR FELT PAPER FOR MOISTURE aa• BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER d MUNICIPALITY • e • „ a. E a. ° M ---rrrSSS ° 6X6 W1,4XW1.4 A WWF OR FIBERMESH�� a STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U- v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR DUE TO SLOPE TICURB -- NOTE: EXTEND DECO FINISH 4" to 6" BELOW GRADE 00 =1NISH GRADE 3 # 5 REBAR ON 3" CHAIR I. �I I —I�-1 I1= STD. 90•HOOK O 4 (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8)10d x 1 112" NAILS TO STUD 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER ,TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T' CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 C►1�] 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED 99 '— � PLAN '' . ' INSTALLED PER MANUF. ' T 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS' FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY !\ WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TR ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 �— B.U.C. (8)10d NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1 /2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 V-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W14 WWF OR FIBERMESH 44 I I Irl I i rJ I I�-II IJI1 IRrI 1— '' (3) #5 CONT. ON 3" V 11-81' 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. (2)- 2x TOP PLATE i BEYOND I 15/32" OSB —� EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET- G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM \AIA1 1 r1 r1 I rl e%A1 r%1A P-%r%A AA 15/32" OSB EXPOSUREI F F SHEATHING ul x SOLID 2x U) C BLOCKING @ ALL j C SHEATHING 0 EDGES(SEE U) OPENING SECTION X-X a L)) C x ¢ w x E Lu _2x STUDS LU BEYOND. oz SEE PLAN 4 FT. 4 FT. O v 2 2 5 FT. 4 FT. O O O 5 FT. 4 FT. O2 @)0 1001 0 0O 4 FT. 4 FT. O O 0 4 FT. ROOF NAILING ZONE DIAGRAM ROOF N AIL NG SCHEDULE. NAILING ZONES (SHINGLE AND TILE) o Lu ZONE 1: 8d RING SHANK NAILS @ 6" O,C. ON EDGE AND 6" O.0 INFIELD a ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO ¢ SHANK NAILS) = NOTE: m ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD o � W m (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 w Z)P0 r LL a = � 8 m SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH O m m LL PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z N a STUD AND OR BLOCKING AT ALL EDGES. NWOO LL LL A MINIMUM 118" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING 41S 3/4" S 1/2" v2„ S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING ® NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL OD NAIL INT. AT 3" O.C. W/8d COMMON NAIL 0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL (D SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN ,131"X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O,C. STAGGERED WALL SHEATHING INSTALL. C. y�nraiainrxiNr, S6 & NAILING SCHED. SECTION X-X T�7 0/'1' N 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 . INTERIOR HEADER: 10d NAILS @ 8" O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE F.�-2F\ �FNr,IR?0/4 SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/87DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH 1 C•• a .d a .. A d -A CV '.° .. -III-III-III II I II I II I II I II I .4 I A. ��I,III ' ► I I -1 I I-� (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING © M 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) (2 (1) (2) (1) LSTA30 t14 (2) (3 (2) (2) (1) LSTA30 6' (3) (3) 1 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — 00 ;IIII; ' ;2-I @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 Z o Z z Q J U, ZCZ Q w •V — 0 LU cn � `Tw E 9CD o m r- W wig�E ( co M N M �� 000 U W w"-00 c-o Lv o Q CM rn Q d B D. NB D c =Jl N_ 10 Z W �NZ z U) u, o 8 w Lu wv�.E o a a_ 1 I _ 2o¢ Q NQM'CI U1 rn ] LY A W ;p1tBt!!B�"l� Bi�►QQ o n-•�1i A) • Q ,, <•S E •'•-CO 0 C) To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 3� uj zg Z n. E Wa�� oo ui C J a m a Uj L CV eo—, 0 Uj �2 Qo J a 0� �.... L W �� W O La J l! 0 o Ln M '86 hLUma ^ Y j LL ° 2r krj N V— I ZLa� a o o 0 Z LV L? 5 a W7­1 Q z =�zo S L W "' z r-I Z aoo 0 06 Z :5= J �i a n •--I a c!) s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 5ml SHEET NO. S6 a FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. tR E 3/4" RISER CUT TO FIT 1 MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND E 0 BOTTOM, GLUED AND NAILED TO STRINGER 2xl2 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO n STRINGER AND TAPCONED INTO FLOOR WITH GLU STRINGER CONTACT oaN POINTS E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' 01. 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 wl (14) 10d x 1 1/2" NAILS) I `'2x8 SYP DRYWALL STOP MUST `L/J NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: �" = 1'-0" STRINGER MUST MAKE FU CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F S " i 2x SYP CUT TO FIT BEARS IN WALL —2x12 SYP BEARS IN WALL —2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 77/5Z/1 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS �- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) ECTION VIEW "A" SECTION VIEW "B" 2x4 CUT ON BEVEL I I I I / DOES NOT BEAR IN WALL SECTION V SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2xl2 SYP 9 �T BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER aLUED NAILED SECTION D—D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK '-2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS 0 4H % 2x4 SYP BLOCKING /J FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L, GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: f' = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER (Sb -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION LACH ALL COMPONENTS STAIR TOCONC. W/J" X TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER / 2 a' TAPCONS @ MAX. 32" O.C. / SECTION VIEW "C" SCALE: 1" = V-0" 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ^ STRINGERS R 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) AT STRINGER CONTACT POINTS IEW "D" SECTION VIEW "Ell O1� F 2x4 ST( 2x4 SCALE: 1" = V-0" I NOTE: 2x8 DRYWALL STOP NOT SHOWN 2X4 CUT ON BEVEL GLUED AND NAILED TO LVL TOP OF STRINGER CONN. TO OF NEWEL PER CONT'. M -FLOORGIRDER PROVIDE SOLID BLOCKING OR 1 a x 16" VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. L POST LET INTO iLOCK IDE 41 NG 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = V-0 SECTION VIEW SCALE: 71" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT _TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" rr a, 0 "2 r3 0 z z 4 n_ j V z AM& V7 (D w 'V Ln _ O Lu - o YZ (6 C) o m N LL! ~3 M M CM rM'r U .•r0a O_oo u_ co 0 Q rn M u5 D.C:) M Q d NCH DC N �O 4/ W Z .. 2 M Z � r = a a/ W r. o W 'S W 4 W V Q' 0.0 IA S' GNO UMZ E�� Q W N Q M - a Oy O Wow SE .G -0 �� d� ❑ ❑ SE N F 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 oZ 0 Wa a� U.,< 1400 z°aU :zz J 0 V W LL N Zo W � ) (J Q V � � Z Z 2: 0 ¢ J W © _ z 9.2 00o ' ^ fo .y' < VOma N Li) Cc 0 -<g rq a L Q d" ow 8�0 z Z �PY'�j w Lv =d-8 09 W N ^ lid U ri M 2:Q <C z —Y0 �Qz aoo 1,0 Z U = I, � 0 op g X SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. ST w 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X4 ( 1 X 4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION 4# DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 CONN. MAX 8„ PROPER INSTALLATION DO NOT DO THIS. 2"x BOT. PLATE W! (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR DETAILS' 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM W/ 8d 4" 1 X 4 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG FURRING 3/16"Q1 X 3-1/2" LONG FURRING #5 REBAR (.rYP) � � AND NAILED W/ 8d COMMON @ 6 O.C. EDGES AND 12" O.C. FIELD PLATE @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCONS STAGGEREDLL111X8 STAGGERED @ 16" X8 ` ' BLOCK@ SPACING �� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO d 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 �� DETAIL FILL SOLID STD. 90A ` / TD. 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. BOTH CELLS HOOK (TYP.)**46. FACE NAILS 10d @TRUSS VERT. ..&# WEB 3/16" x 3 -1/2° METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS JOIST TYPICAL I , IN - FOR CONN. DETAILS FOR CONN, DETAILS 1 X 4 10d @ 12" O.C. if FURRING — 2X8 P.T. WITH 3/16"0 X 3" +2„ ' - NOTC @FIRST COURSE SIMPSON HGAMiOKTA @ 12" O.C. w/ (4) 1l4x1 1/2" SDS SCREWS LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ' ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL �.5� NOTCH WEB AT THE ' FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CI; FILLED CELL FOUNDATIONP ER PLAN 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. 11, SS 2X8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT it 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * TRUSS INSTALL SCREW2 PLY SIMPSON GT2(IF w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4"TITEN = 2150 #) 4 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE 'a BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR OR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHAN BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTSj INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4"TO 1 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN w/ x 0 LFRyq� TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + �FN GT 11 r(CENTERED) 1-O 5 -Orr SCALE: N.T.S. SS 12 + y PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + (�INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS ° Y WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > o � „ EMBEDMENT INTO ) !4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT °. '. ° ►.. #5 BAR :e . r, ° : .' n BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2 -0 8 (5)12d NAILS SIMPSON + + D ° p• 10 p ° RED W/ 9 H Is _ BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ® o • . ° '0 N TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS o .'' KNOCKOUT / ZN —� e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ - CONNECTOR®° _ MONO FOOTING PROVIDE x (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. • LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 CLEAN FILL o ° • ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. EENTER SO IT DIRT b z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN LINTEL ASTANDARD oPRECAST °., SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o90 HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG z; FILLED CELL, � - L, � ,, , � , 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") , . v s r ► _ % •� ►� BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" _, INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. °�'�'���'���'���'Sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY KT� SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 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 CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR b)SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 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 PER ANCHOR 9 a. PANEL ) g OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" zo IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 61_04, EPDXY MIN. 6" EMBEDMENT & U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL ( EVERY OTHER F.F 3 MIN. EDGE DISTANCE FILL CELL FULL HEIGHT Wl OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP "' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE Xp A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL v o LU REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT �'Id-`rrr—rrr�-r�l rr pp e I I I — < C J j PRESS PANEL REINFORCING INTO PLACE * " 6 MIN. LAP SPLICE W/ — i .D D - �� — I ((— � � ¢ , x6 EMB DDED INTO #5 E EXISTING FOOTING (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL _ Cl) � FILLED ELL C SMOOTH. DO NO FURROW. 1- � � N DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT :. o I -�- GRADE o, \ SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° ` REMAIN FREE OF MORTAR. NOTE: z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r �_0 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. = SCALE: 3/4 1-0 SCALE: 3/4„-= 1-0 „ FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Ch Z M CD _CD Zto z a t� z cn c9 cn w � p .o L r_ o U oh m w F— rn04 M ch C N = U 00 FL C 00 o Q rn o. o LO oq v, M ¢ d B D. N CAB D C 1� I N-� N 00 U) W W a 10 z ♦� OL v N m o w w ■U N Q M Q L i WW �.COM� ❑ ❑ OWN/ � r �,..,. Y•• .� G� �,, ,� a000 � iw o.,•o � r f&OFEWO �1�Ilililll4b< 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 A 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz �R w� Waxx oQoo �0 � Or,z 0 Lu J N u 0:1 IZ- @ M Uj Ln O } U gz 0 a W UU = J ' /� J_ W� µj F- F- Y�•' cj Lr) o j.2 2 z [V W�a ¢a�� z 2os dy 8 W W `=Qz� J ri W V)t_�u 8 ,-I M 2:¢ Q Z CC < Z ao8 co06 J Ln �� rn � 2 ,-i a U1 o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS-7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. c a v v S N 0 0 r- t i m 00 rn LO O 0 J t F- I co c� -----/— WOOD TRUSS —/ 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 K7 SCALE:NTS DIAGONAL - AT 8'-0" MAX TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ CONT. ROOF SHEATHING AT TRUSS TOP - CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 'i-­_ 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 OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS HIP G.T (2) 2x8 #2 SYP wi 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 (2) 12D NAILS —' AT 12" O.C. MAX BEAM a@ RAISED ENTRY HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 SCALE: NTS SCALE: NTS SIMPSON LSTA18 L. VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) SEE PLAN #2 SPF 48" O.C. W/ (4) CENTERED AT FOR CANT. 16d INTO HEADER & (6) 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS FP ATOP BOTTOM CHORD 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE '. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE fl 16" O.C. MAX. INFO. ° SECTION @ ENTRY s SCALE: NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INICATED ON B. SCDHEDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT KA SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4' =1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A SEE PLAN FOR SIMPSON MTS18 w/ (14) —' 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 0. 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 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 a@ FLOOR CONNECTION 22 SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM u �r 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 1i4 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN(24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLANN FOR CONNECTION SECTION AT HIP GABLE rj_2-� SCALE: NTS EXTERIOR ; ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL s SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. • SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS 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) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg 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/--/ L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION a@ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS U� z' M 0 _ co Z N z� a Uj U) z t/) 0 � w a) C6 p �U — 0 N = o .!- � o0 m N LLI N M m M — U O 0 co U r"co C o ¢� N n. o �Qv 9Qo B D. NNC BD-C Nv N �D -+ N V N V . 00 F� ta.w Z ��Z �� z W in o cti w ui!' A W CH 0 umz m ore w W N¢M! Q ��,i1l4�fi$3't�fi�p o �a WW$s ROFESU� /"IFIIIFS�� 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. LENPJAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 WWw.LennarTampa.com �o W �a W¢ Ir M 0 Z U Q z W MR 0w0� U' �-� 0� W \ Q Z 0 Z o }U i Z ,C: z 2: �../ LU 57 O -0_ Z 9Lu Ln J moo HS o „., v Q ~ Womb VoaO< � N W 0 ZaZ< F<" °ooOfR Z zaj a ¢ Z dW2� ti 0 U S ~ O z M k l-0 Z U 9 o 0 m rn oo g = a Lu rn ,-I a V) o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 5ol SHEET NO. D1 00 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP (USESONSP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x OI12dL@ 1" O.C.EXT' (2) 2x SPF TOP PLATE FLUSH W/ TOP 2 BLOCKING INFO(2) G) 7T SEE PLAN FOR CONN. W/ TOENAILS T/B 2x HEADER SEE PLAN SEE FOR OF MASONRY & 8d BLOCKING NAILS T/B FLANGE o 1. APPLY SUB (3) 2x 4 SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS LO Itt FLOOR + STUDS w/ 1 Od @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2- 2x STUDS ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ........... EA SURFACE A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x —FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE 2 AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 1 Od SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS I TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING w/ (11) NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 W/ I -JOIST SEE PLAN PACK w11 Od NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"O.C. SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). I SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOISTEND OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION, DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CANNOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR r3 HEADER CONN. @ 2nd FLOORKTN� SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP REQ'D TYP -7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 W/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER TNAN 8" TYP. A 2 2 x 21 SPF SIMPSON CS16 w/ MIN. 12" END SIMPSON P4 w/ (6 10d x 1 1/ (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (111) 1 Od (1) SIMPSON LSTA30 w/ (22) 10 CLIPS) NAIL BACK LEG OF CIPPLE TO (2) NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS .1 U C AT 16" O.C. U.N.O. SIMPSON SP1 W/ (10) 10d NAILS HEADER/STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT, IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO 7 OPENING LARGER THAN 4 ft (2) 2x 1W10dx1 PLATE SEE PLAN MORE INFORMATION L2xSS SPF EMBEDMENT PAST STEP. SILL PLATE W/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" /4 BA E PLATE 2x CRIPPLES @ 16" O.C. 1/2" EACH SIDE 2 -STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" USE C B B W/ (2) 12d TOENAILS T/B x FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 11-14 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG, SYP U.N.O. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP M. 2 x4 SPF (2) 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID} STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" Is SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE INTERIOR HEADER 1 H 2 x 4 #2 SPF STUDS TYPICAL BLOCK WALL-------_ PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 wl (18) AT 16" O.C. U.N.O. (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN V 41 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN F TYP (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TAPCONS TIE BEAM V. MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 wl (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE BASE PLATE W1 SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE PROVIDE BLOCKING SIMPSON SP2 W/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ, STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS % r rli TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS, 'PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE r5 FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN. 2nd FLOOR r6 FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER SHEATHING CAN STOP ONCE UNDER 2 STORY COL. @ GIRDER X'3 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED /--(2) SIMPSON LSTA24 W/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 80-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN SIMPSON L530 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR FACE OF HEADER/STUDS DOUBLE 2x4 OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 wl (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ 2x CRIPPLES @ 16" O.C.(2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 wl (6) END OF SILL (MAX. OPENING '4 %�' WIDTH 4 FEET), IF (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING PENING LARGER 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD I . 1 Od x 1 1/2" EACH SIDE I., ALT. HEADER ANCHOR THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON O IS GREATER THAN FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF r8 BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON SCALE: N.T S. 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS 1OdIMPSON (2) MSTAM36 w/ (7) NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH Ile END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ T' O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 4% tj AIM V) (D (1) C4-J U-1 0 LLJ V) 0 V) 8'C=3 asp- E C" c) W -0 C-0 M Qj ago .0 04 0 0 C=, c)th =5 5: 00 -co CS cc 0 Q CD A I D. N-C-B-D 0 o C 0� 0 U) Z C? z = 4 �2 , 8.�- ;'� LU 91! LL'o InW 041 z LL UA ENCUMA U : C> 10' ­j N IINV 11� 211 1< A "'?0FESS\0 N '10 N To the best of the Engineer's knowledge. Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flora Building 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 Em oil k MLE ON` A = MON 1 h 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www,LennarTampa.com 0 Z Lu z z g p 0 z � 'gz�z =O U 0 w 00 C:;7f) LLJ 04 M L_ (1) 0 z z �E 8 2: z > z 0, z D LU F_ Cl) 0 OZ5 :j LU x 9 U Lr) U) '0 0z LLI U R 'g E R- r-4 L0 2�:� Z<Z< Uj < Lu Z Z 8' 20: 1 WE Uj U) LLJ 5' L]j < 6 Z=) <8 1:9 U 8 < 2 I­z - 9� ro < Z z tu z 9< V) 8 CIO 0 k? 00 z Rz 2 rn v__1 SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION NO 5ol SHEET NO. D2 21 E WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER ✓E BARRIER & IARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF J01; UNDER DECKING ED FLASHING (SEE DETAIL WP07) �a� SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) v SELF-ADHEP Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING 8 2 E0 Q 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 0 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING------------ a �o OAM SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST Enron OUTSIDE CORNER roffem SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy, sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as �# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 000 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing / e' Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED a pitNOT USED nlrzffil NOT USED view SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2 Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 V OR zg zN z� Q 0 t/^o'�1� (D C: �V - O w 0 Lh U �� m W 1- o N M m M C Cum _ O o N U LL 00 Co Qrn NY vQv MC` Q o N N �/� O M ry W Y� g O nr M N m z w z Z F = J� o a LU W � ¢ E10 a v rn .z m do - 0 O E T WLV M a N4C W Q O v V O WWW.FDSENG.COM Li U 00 N N 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o �a a F- oo 0 wair z ZZZ Z wZ � LU V ! J 2 N o LU L Z LU Z IL �.,./ O -� Z �_ �� U = J a- -9 z oC F o L.n o ¢ Uo�� t"V LnLU a Z a k N a ^ 2 z�a2t2 W 1i17 -I W �;LL� � z o --.IT Lij C G Q 5' Q Z F H �z r-i M Z tu RZ rh oo Z S = LU rn T-q a to s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. W P N U) U C L //O N' WE1. L KNEM U � � ® � N O Q C O � March 20, 2018 Q O Re: Wood Construction Connector Corn pliance, for 2015 International Codes & 2Q17 Florida Codes O To Whom It May Concern: CU Section 2303:5 of the 201$ International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that � .� U 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 followings 1. Lowest ultimate of three tests (or average of 5) with a safety factor of 3 2. Average load at 4/8-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 steal strength, fastener strength; and wood .specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties: ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2018 m incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 20151-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 %ood 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 6130/2018 Men it will be re-evaluated by Simpson Strong -Tie. Please visit w+ww,strDnafe.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800,999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dv4BDW Engineer, Southeast U.S. Branch Pagel of 1 Simpson 81rong-Tie Company Inc. 2221 CountryLane McKinney, TX 75969 Phone: 972.542.0320 Fax 972.542.4139 www:atronde.com W O L- � U O n0 V, co U m o �- W z J z J d SHEET NO. 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 HU21B FL10858.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU218-3 FL10856.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU28 FL10658.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL1085g.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU810 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 51M200804 HGA10 FL17899.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17899.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA78 FL17680.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20-18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT18 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11495.1 ES-0130 HTW16 FL17244.8 ESR-3455 HT516 FL1D458.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HT530 FL10456.26 ESR-2613 HTVVMIB FL6223.2 - Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HG72 FL10456.18 ESR-2613 HUGT3 FL8223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 90-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) pL2pg61.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL204g1,g +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-87.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.01.87A. psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.D/-67.0 psf ThermaTru FiberClassic, Smoothsfar, ClassicCraft, Rustic FL7640.1 +87.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential Windr;ode Doors W5 (SX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential V1FndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (SX7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 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 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James 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 151bFeltUnderlayment FL12328.6 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 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral The Villa 900 FL7849.27 - FL7849.26 N/A Boras 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 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15078.2 NIA 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 Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products lists below did not demonstrate product approval at Ian review. I understand at a time of inspection of these e p d p p that thi t products, th following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, 1 understand these products may have to be removed if approval cannot be demonstrated during inspec N Florida Departrrtent of Business & Professional Regulation Building Codes and Standards, Product Approval ADpHatbn Detail 1=1e Fbr(da Deper4nent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop I I/e20fe Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dotal PBpe1 ir,4201e Florida DBpa Building Codes and Standards al Regulation Product Approval Application Detail P 1=18 > V O 't"a CD—FllSW81.R2 CL Q) C O I..— = �✓ `VJ +d ♦�1 V v, V Tt V O 5 0 L O O Q O � � O �I--A yam, (n Co O -/� � E /\^�Vr' � � O W.r•••a � /'1 - /r ) i j v' i� Al VJ _ s'a� ti y /��� CL >s■ EmfaL9t lea 2WA DomPO.U- lafa ]Srse Version da�Dlde�[ idaWui E LWn vagdow ay YaShcand Sly FDO St m Revision 2077 Thane -Tau Mdor Do Rids Wright Lyndon O BdnMt P.E. Ryan J. King, P.E. 10n6/2017 07l12f2017 10n8@O17 12/12f1o17 Approved (41m mbld40 PE-13409 Gregory: Eltemr Doom nt19)7876566 SubCrltgory:aOExterlor OotlrA�blla hida�rwbMgceriaueada. Carrpdarla MstlmC Evaluation Report Nat f a m ConeFloridReplebmd dh Evolu of f Lleeteed Plonks Proles"ol Engineer F1.2204011-M Products Cuellar, Assurance Approvadfortlas Ape[ss3d tulles lmma Dealing AW n �A$ Pressure, 1 e. Thertna Tn Poror-Cla4sk and 9nwo5r-Star Composite to Edg;88quakNoMmple Door C Opaque 12/31/2028 No Yes No WA Conpceee Edge Fbegha Bassin Door n�; X configuration) l Mala VeOdan fd� Eoomaatli.ilOana IalaaadJBt IlatllaYd lily MC Alms! Approved ;;� Lyndon 9 Schmidt P.E. Ryan J. King, P.E. 02N32017 121132017 1221Y1017 Pending FBC Approve Revision 2017 charms -Tau Corporation (Rick410 2WI740 Cub oat Exbdor Doom (419) 28tt-1740 PE-4M09 (519) 757-0666 SwbCaa9ary, S111rr01rq E:darlOr DOof ��� �• Compliance M@ti Evaluation Report from a Florida Reghlmad Archbtact or a Licensed Florida corn Professional Engineer El.220 1,101 � Enft go !aa ! itch ljyRI V� le.♦!�m ValMsbd rsr I l A Slane Revision 2017 Themm-Tor Corporation Rick Wright Lyndon F. Schmidt P.E.Ryan J. Kky, P.E. 10//5t2017 07/12rA17 10/18/2017 12112/ 017 Approved Cabpory: Fxhdar Doors H19)29&1740 PE-4S409 (813)7874l388 8pf10aegpry: Swinging Exterior Door Aeafribtla ridaa,1f311ybMg6'OIWlb1Me. Companies, Method: EI'mbaann Report �a a �n Florida Registered Arehaect or a Licensed FkxMa Professional Engineer R.09mi4ts Products A�.for 1� A know gad■ AMA Product Modal. NumbercoName Product �(g(Ig outside tz I ! 8 1.Tbermo-Tru FloorOlasic and Smooth -Star Nominal WAKO8qudi4on 4npfUaqu Opaque 12f31/2020 No Ya No WA Composite F� Fbegloea Sggb Door 5nsednit deft; X configuration) FLl2m6i-R3� l� tale g � Entity or TIM Vas ! Bs� Validated By yy�g Submitted FRIC Approval Approved ioa Revision 2017 Therms -Tau Corporation Mok Wright Lyndon F. Schmidt, P.E. Ryan J. King, Pk. 12113=7 12113=17 1201=17 Pending FBC Approval Category: r. Sorl Doors doxo 29&1740 PE-13409 (813) 767fi656 � 9wM9in9 F.xhrl0f Door ��s �,4,GrvryM�p"ante, Cornpaara Medw& EvaNatice Re W*m a can Florida Registered Arohbad or a Ucansad Modds Professional Engineer FlJMne91A2 So& Ecdbra Jao lalaJ�m !� 'fits � EM & Lkanaa Vaadabd M )frldead Sam FBC Aooroval Approved At" Revision 2017 ThemM Tm Corporation Rick WWIpM Lyndon F. SchmML P.E. Ryan A Idng, P.E. 101IM017 07/12f2017 1 W1&2017 12=2017 Approved Dole": Exterior Doors (479)29F7740 PE-43409 (819)7876565 8ubtkbpory: 8wk�fg Exterior DaorAeearhbWs ritloa�rwbMgmneu4ate. CompaaacoMolded: EvaluMbn Reportimm a cwn Florida Registered Architect a a Licensed Florida Professional Engineer FL tM1$iPJ?Qdueft Approved for Un A lms Is" laadu laa8 InHVHb gafaulamilz Botham Pressure 9 LTherma-Tau Fker-0Ieak and Smooth -Star NornFW S&#39;66quatNon-ktpad&quo% Olamd f2131MM Composite Edge Fiberglass SNIS taw No Yes No WA (p�ingto towi g; X cord0uMkn) FLa2palAm� EJ1tl$'SC Ja1a l� !� Orsa Immm iain swat gagmen mm Yaddedm.@X Y E 81 Aanm7Wl Shan Revision 2017 ThermwTru Corporation Rick Wright Lyndon F. Schmidt P.E. (Ryon J. King, P.E. 121132017 12rt32017 12021/2017 Pending FBC Approval Category. Exterior Doors ddw nvbld/0 PE-43408 (813) T87-0556 S�or SwYrONg �� DoorAaerrlhltes �raufante. Compliance Mo had: Evaluation Report from a com FloMa Reghbred Architect or a Licensed Florida Protessionml Engineer Flnasl40 Sede Eno, W daft A* ods Fondant Ida Iya Yarslan Sc401aoi EeOon[IiJk� VaNdabd ev Yalidel� $ PJrcA■rsrd SL&a fte/Wdr Z077 TMnma-Tn Capomtla Risk YWrlpM Lyndon F. Sdaddt P.E. Ryan J. King, P.E. 70/1820/7 Q7/12lJO17 101182017 t2112120t7 ApprovedICU Caboty: Exterior Door (4%29&1740 PE-43409 (813) 7576556 SubCahwry: Swinging E:dmior DoorAtaembliea ridcwQnvbldgcensu&aMs Compliance MoM * Evaluation Report from A oom Florida RegMbmdArchited or a Licensed Florida Protesskmal Engineer M lag itLFDN;$ 1 PI!ffiIR 14 o. ThsmuTru Flc* Chsslo and SmooM-8ter Nmnkal Si 8quokNon4mpact8qu0t Glazed 12J31/2020 No Yea No WA Composite Edge Fiberglass Single Door 1 (InavarlyOutPebhp:%eomqumtl0n) hogs EnMyor Bak data hotel Bite Warhead ev lYat Y9Oa9 MOY[a�117L SdIC09f EBWOtlLi.Lai■t YIIY�YA 1 E�IA■ A9■kl!ffiI $Elite Revision 2017 Thermo -TN Corporation Rick Wright Lyndon F. SdunMt P.E. Ryan J. IOp, P.E. 12I73.@017 12/132017 12212017 ding FBC Appn Category: EAMW Doom (419) 29&1740 PE-43409 (813) 76?-SM Subcategory: Swinging Exterior DwAssembiles dckw®nvbidgwrisuftente. Compliance Method: Evaluation Report atom a cent Florida Registered Architect or a Uceneed Pbrlda Proboskrml Enpiraer Qualifty Monsanto (moved for Use, Approved for bmA 1 i�CA A■�d±� dm■m Balm PL#2M1,R1I Products AMA i Product Model. Number a. Therms -Tau FNMrvCluolo and SmodhSur Oudft Assonance Nominal 6M*-,8 Aqud;NOMmpadaquot Opaque 121312021 Camomile Edge Fiberglass SInpM Door 0mailrgb{riHNkOi X conagu bon) Aantmutd,for the Approwd far ths,Imla■ !¢ItYHt Ordains llVHZ No Yea resistant NO lailan Pmslurs WA 6 1. Thom -Tru Rbtu Cteasic and Smooth -Star Opaque 12/312021 Composite Edge bangle single Door ilmaoM lie Edge Fbepbn Bkgb Daor nnsw bxlrg; X cOnflaaatlar) IO.� No Yes No WA S9.d g f. TMrma-Tor Flier-Clsasic fin Smooh-titer Compositeinal Edge 6puotNon- Single Door b Owed 121912021 Composite �a Fbacoasa Ala Door (InNV►1gi011teWlro: X oofri�rmtlm) In JAM No yes rumor l'� No WA Bat 14 n. Therms -Tor FborSNssle and Smooth-84r Nominal 8&#37,0 6quotNom4nixedBquok Oteaed 1201=1 Composite Edge Flbatgka Single Door Aaprsradfor Ua Aborovedfor the taunt DeoN6 In Outside, Resistant: rid Ya No WA seem castleSarsh9dMda (Imwlog0utewIng, X corilligurallon) Florida Depar6nent of Business & Professional Regulation Fags 1 or+ Florida Deparbralt of Business & Professional Regulation Pep t w+ Building Codes and Standards , 62o,a Building Codes and Standards ,16rmn Product Approval Application Detal Product Approval Application Dotall Florida Depar6nent of Business & Professional Regulation Building Codes and Standards Pape 1 cri iffi ms Florida Department of Business & Professional Regulation Building Codes and Standards Pap 1 d, t 62o1e Product Approval Application Detail Product Approval Application Detail gob EeSaLar 291 2111ft IoPanfil■ 21k Sal! ErMy or Bea !ace DSWPWWM 20 Ia8824M B.0111E bw Version toast goOWa In kmrALimse Vskdated8, YWOA Submitted FOCAanrsval Apmsersd Santa 1Ya Version 116toulecturar Sim EndoCSuLlcomm ValMmed8, YWW" Submitted IMIC Approval Am>■nd SL9a RevWan 2017 TMmm-TmCorporatlon Risk Wright National Accreditation 6 Ryon J. Kbg, P.E. 1220f2077 09,212017 121222017 Approved Revision 2017 71mmroTru Corporation RkJc Wright National AmetlSaMon & Ryon J. King, P.E 122N2017 09212017 12122t2017 Approved Category: ErrtMor Doom (419) 29&1740 Management Institute (813) 7576555 Calegay: Exbda Doom (419) 2WI740 Management Institute (813) 757$565 SM Lm !dlM JibC tail. !ice Eookma Qd late gain Success": Swinging Exterior DocrAsamnbika dolwarwbMacorunift U. Subcategory: Swingbg Exterior DaorAeeembltes rid:w®rwbMgcansubale. IWae YMalan lYrsila�a[ Enai � FJrsfanRS.L�aa YJmamd.®t Yam S.1mrs80W FE4.AoemllY Aoprsrld Stone In Y+■Ila aNmdarAlrs[ c'if F.(e.Lla� Yalu PROADDI+!■ YaildMld Subml■d ! AI)ammd Sttaa Compliance M@MW: Cartlfleatbn Mark or I" cdn Compliance Mati CertlFatlon Medc or Lbaq cent Rovtelon 2017 MI Windows and Doom Brent Stanger Luh Roberto Loans Steven M. lkich PE OB1132017 081112017 08/1620t7 10/102017 Approved Revision 2D17 MI Wndows and Doom arent Slatgsr Lute Robef Loma Sown M. Urkh, PE O IMO17 08N12017 M152017 t0/10=7 Approved Cebpory: ExMhr Dorm (717) 366-Ssito PE62514 (7t7) 317-8464 Category: Exterior Door* (7M gPE62514 Qi7)3776464 BubCMegory: Siding Exterior Door Assemb9a bsla""Mwd.com Subcategory:: Sliding Exterior DoorAsamblbo nd�peerent�. Calling Assuntaft Apsrowd for Un Approved far Use oma ME Gustav Approved for Use ADDrovedM Ua !moist Doom Coalplhnes Method: Evaluation Report from Complirra Yatlmd: evaluation Report from a Elan 1 Product Madol.Nu bKw Name & &quotCMNWCmft&quot and 8quotBenehmork by Product Description SM and 8M Opaque and Glazed FbangMa Door with 12131=1 In HVHZ Outside No Yes No Pressure WA Slg2 5 PnWLmtModeL Number or Name a. 8guot8moolt8ter&quot and &quatSendvmadr by Pfpdk&tDmdudm S20kadzmkwmlaw 618 and &ID Opaque and Glazed FbergWe Doe wait 12031=1 1nHRfZ gldodatAliZ No Resistant Yes No Pressure WA FloAda RegteWed Architect or a Licensed Florida ProMsloml Engineer Florida Registered Architect or a Licensed FW40 Profwlonal Engineer Thermo-Trial"ot and w5had SkMaa, kawkg and Oubwing Th"11-TrLaquat and WWI" Sldeaa. lmwirg and Cumming QLNkKivAssumm Approved orlNs Approved for Use, lmgaot Dolan Quallits, Asouraroze Aootmatilbr ss ARemmiaorime limm Domain San! PredLxtUadsLKnmbww Naar MHM OWAMB HIM! Erb ffi>Z Productilloded. Number or Product Descricbm Contract Expkdlm Date In Outside Res P� search cdwft Somali croorts 3 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 121312018 No Yes No WA 4 SERIES 420ALUMN)UM$Go REINFORCED SERIES 420 AUA04UM SOD REINFORCED OX, 12/312018 N0 Ya No WA 14"4&guet:WB&quoin x0, XX 958quotx966quok Florida Deparbra t of Business & Professional Regulation Pep, a 1 Florida Depertrnent of Business & Professional Regulation PeP+ e t Florida DsparUrterd of Business & Professional Regulation Pegs + a+ Florida Deparhrrent of Business & Professional Regulation PeP 1 or t Building Codes and Standards a2o,s Building Codes and Standards IMUDIe Building Codes and Standards 1/642018 Building Codes and Standards UVAIS Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 19t13279M 13tf43t4rtl FLIMS1612,1114 FUISM1124M Beet Enwor 211a Boa !alter Ra S■Is Em.Lor Bib& 20 Dab Pondft la$ Sege BM version Revalm 2D17 Magglialging MI Wndovm and Dods Category: Exterior Doan 11atudegmry: WAV Exterior Door Assemblies 00. - ors Milord: Evelrsibn Reportfrom a ErAW or conlow Mud l d.Lka Valldaud By Snit Stanger Luh Roberto Lams Steven M. Uddh, PE (7f7)355-M PEffi514 (717)3174W baUngw@miwd.can lay 2111 later Validated Submitted FEC AgMEIall 06/132017 08/112017 08/15=17 21M Ao>troved taloaml? SMtia Appro"d Silk 7Yal Yarson Revision 2017 efe MI VAndows and Does. Gbgw. Exterior Doom SubCaapory: Sang Edamr DOorAsaembas Compliance Malhod: Evaluation Reportaan a taw or Seim Enelm & LIM" Validated ey Broth Swinger Lute Robaric Loma Steven M. Udeh, PE (717)3815000 PE-02514 (717)317-MM beV gwo.W.am 20 do Validated Submitted 00/13*017 08/112017 Dole Pofmww 219 F Agerslaa 08115=17 1011m2017 Sans Approved ]sore Verson Ravhlon 2017 FL91627940 elm[ Clopay, Building Products Company calati Exterior Doom Subcategory: Seasonal Extebr Door Assemblies CmmPSaaa Melded: Certification Mfak or Lieteg Producer contact EmdecoraLloanse velldmad By Mark Westerfield Intense Testing services NA, Gary Flashier (513) 770-WS2 Inc. (513) $106565 naweMrBeldedopoy.pdn Yam Bfamllad FWA-rovat 11129P1017 08/102017 Altprmed 12/0512077 Sane Approved erne Yarsl- Revision 2017 PLa1B27947E ProductsProductsFlorida Allemnlacturar Diaper Sidling Products Company Calogdy: Exterior Doom Subcategory: SOdhnal Oderla Doe AaaMaas Canpdance Method; GriMadah Mark a Lbtinp Contact VsHdMd By Mark Westerfle d IntemkTesting Services NA, Gary Phalar (513) TM.S 2 Im. (513) 5196565 .Warr Ylldd &Wmlialif POCAparvord AoetmMd AWN 11292017 OOMM017 1210=17 Approved � a Reglteted Ambled of a Licensed Florida Florida Registered Architect or a Licensed Florida PrYtessmal Engineer Professional Engineer Quality Assurance Aporovod for the Anneoved for Uss tam g"g CAUM Avocantuo Angrovedfartin AoprmWfbrtas sissid Desk $eat IndBDIZ QWIW HM rellmtm f9aum Ssa3 InHYM ! Premature 37 087 Vb-09 PAN-2F161: 84A, 94.73, 75. 1500,190, 78, Steel Pan (min. 26 ga.) SkgbZar (up to9V wide) g5lMn No Yes No a30 PSFI.32 53 069 WWB-16 PAN,2F153: 84& 94. 73, 15, 1SM. 19D, 4RST, Steel Pain (min. 25 gs.) Ooubl&Car (97 to I&T 052IMM No Ya No -30 PSF1,M 220 1 ProduatMedal. WanMra SMES 420ALUMWM SGD GLILgw Product Doc Contract Expiration Data SERIES 420 ALUMINUM SOD O%O 12131/2018 Approved for Use vA�, Use In OutsideffifHi No Yes Imgms Roe No Bad■ Pressure WA Sea! 2 Prodad Malal. xfahhh.r a NamPmductOesoftfion SERIES 420ALUM#" SGO gwwkAmmum 6onaeu Explraeon Date SERIES 420ALUMIN MI SGo OX, XO, XX 12012018 Apicroved for UU ApainciradIarthm IntJlldE Outside No bwo tluHz Resistant Ya No RRft P WA 76V, IRST. 4RSF, BRST, SRSF, 2RST, 48, 42, 55, 488, 42B, 55S, OM. OD68V, GRBS, GR5SV, ARM, ARSSV, FD68. mSSV VJINDCODE&R174; WS Garage Door PSF 4RSF, SRST, 6RSF, A 42, 55, 488, 426. 555, Goes, GDSSV, GRSS, GR5SV, ARSE, ARSSV, EDSS, ED53V wMs) WINDCODE8ok174; WW6 GWW Door PSF 14&3/4&quo1;x80&,pmt NON -REINFORCED NUpW0008quot NON -REINFORCED O Florida Deparhnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PaP I & I lrsrmta Florida Depart neirt of Business & Professional Regulation Building Codes end Standards Product Approval Application Detail PaP+ d 1 11MIS Florida DaPartrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fop, a, IRaols Florida Department Of Business &Professional Regulation es Building Codes and Standards Product Approval Application Detail Pace le I 1/5018 ■ � CU SRO >i Version Revision 2D17 ldanukcWw MI Wndatmand Dods Gbgory: Exterior Doors &ubCatsgary: l,9dfg Exterior DOorAnatbliee GmOkM MeN :Evaluaton RoPertAwne Boot or � EBa*ec&1� validated By Brent SMIger Luis Roberta Lomas Sown M. Uridr, PE (717) 385.3300 PE-82514 (717) 317.84M bsMnPr®mkvd.ccm date ma Yam d oa73=7 080"I12017 o8M&2017 lace Almlmrod 1011012017 AMR Approved l SeSe >Ya Version Revision 2017 l POT kqusala Category: Exterior Doom Sliding Exterior Door Assemblies compliance Mali CedamBon Mark or Lbag EoW or SdmMrd EmakwarALk� veBdm.d0, Dean Runk Mbn4Oade SCCO -CER MMenl-0ede 8CCO - VAL (941) 4"00 (786) 315.2M tlrmrkmpgtMMusaMoaom gate >1 V&*iaw Sl&rsifrW 122Q=7 l i2&2017 � f&Aloralal Ap nw d 1225fm17 AWN& Approvad FLa„a74n Seise MM Version Revision 20t7 CURRIES ONbbn ofAADG, Inc calegary. Exterior Doors Subcaegory: Exterior Door Components ComPSarw MsMatl: Cadaostlar MsnaLWlg EnMv, or Validatedev Dedlo Dave UL LLC Ted Berman, PE 1641),19428" (305) $68-4707 dave.dadlcQaaWky.cc m >� go V 6e d� S„,� t 11MM17 10282017 Baa Ae�yffi 12/052017 Saga Approved > l�l hest Yemen Review 2017 MI Minima end Doof Ceeswr. werim Subcategory: Single Hung CompOrme llalhd: Codification Mark or Lusatia Enter or ventilated By Bmm SAarger Anwdce. Ardateduml Shorn M. Urkh, PE (IM 3654M Manufadurem Aeeoclation (717) 317-S454 bsMkPr®miNd.corn lea d■e ,ate no V Submitted FMAnHoM Approved Shga 12rJ92017 12/132017 VaUd&W U ■ — Florida Registered Ard"d or a Licensed Florida Fr971UMV Pmdrmu B07401!tU Products ProhmalorilEngumer PLA1514211, Product, Sffif Quallow Assurance P Ameord tar Ilse Aggravedfor(ye InHVHZ ! lmaam ! 1 PtleMEss Sees IO Product Modal. Number aasrm SOD-6870 (Legs Mbe9e knead) Oruad Aemrrame Vinyl Boding Cdaes Dos OM/42�1 Aparoved for Approved kiHM Ya Mlle Most 1 Ya Ya IOW PI»at WA $a.E t ProafotMadal. Numlara Name an7. 707, 727, 747, and 547 Sagb arid Pala of Doom Plush, Glazed. and Louvered single am point of 17/31=5 hollow moaldoom. Approved for Use Approved oreae InHVHZ Outside MV14Z Ya Ya IMRO R,11dW Ya Raman Placers WA AMA 2 ProductModi Numbseartlems 185 8H Product Description 52 S4 FhWWW Frame JIM Skgk Hung +01082018 Apnrdndfor Ua lmsma Design In HVHZ gWal■.HVHZ raMMot P— No Ya No .80MM 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 42DALUMINUM SOD REINFORCED)O(X t2/31/2018 No Yes No WA 1438quotph96&quct; Code vKdmh 2017 261.10 Florida Department of Business & Professional Regulation Pepe 1 a, Florida Department Of &rSin888 & Professional Regulation Pape+ar, W Building Codes and Standards 1Ai12ms Building Codes and Standards 116019 Florida Department of Business & Professional Regulation Building Codes and Standards Pap+ ar, 1arJple Florida Department of Business & Professional Regulation Building Codes and Standards PaP 1 a 1 IM01e Product Approval Application Detail Product Approval Application Detail ri^■ Product Approval Application Detail Product Approval Application Dotal[ FIRLI44SM E1dP S dme }]rota versionJ liars E Se!7sContest,Enmaeanalmo tS.Valklated no � 1Ia$6�1■ Wildolmd Subralbod FlICAand4itai nogmle Aonrsnd SMaa IYa Mention Manubehm EluinLe contact Faaloa3ddlliromm, yalMsbdMr lei B!tl.P� late YadWd Saommaa E@(t6tmDBW AImmYld Stable PUPI "are'" RM 7Ya! VEIalan Revision 2017 Fli,51t7B.R5Producte Clopay Building Products Company cataguy: Exactor Dods Subcategory: sedloml Exterior Door AsaorMes Compliance IN 0 ; Ced8iaffm Mark or Listing Bass, or Engineer& 19lAan Validated IV Markvvaarftw Inhf k Tastlng Services NA, Gary PAmhW (513) 7704082 Im. (513) SI06566 mwsterllmoobm.cwn lea 29t Data Pondling Ylll�d Submiltad I IIMSM17 Oa10=17 2111 Approved tZOM17 Sfatie Approved Ixsa Version Review 2017 Mnif A—r Clopay Building Products Canpeny co gory: Elmfbr Dods SubCdagory: Sections) Exterior Door AmembMa Compliance Method: Ca~on Mark or Listing Ean, m Enalmaur& viwdw By Mark WamrhM Inbrtdc TesSrg 8ervkas NA. Wry Pfuolder (513) 7706062 Im. (513) 519.6588 mm�erSeM@dopay.Wm 21M 21MDab Yill�/d Submitted 11r2m2017 011MOM17 Pinworm 2M& FOCAanrsyi Amae>rsd 12/062017 AM& Approved - RevWon 2017 ace MI Windows and Doom SubCOab&bgW Fixed*nd compsonce, Fled CoshPSaamm Me4roa Grtlfl(altlOrr IMrIr Or Lbtl� PradW.MdW.NrepperorNsmeProduct Brant sm9w America Architectural Sown M. Uddh, PE Q17)36&3300 Maufedurom Auodsilon n'17)917SI64 � mkvd�� QUWA1g�gg Description CoMmatExalmUMDAI 121312017 IY3112017 AOProvad.I,Use Approved for Use inHVNZ grlaW z 011042018 lam Roslabont Approved ganl- Pressure Revsiw 2017 POT Induabla Cebpatootir: Fixed Csap9aroe MaMaL• Manor Coblgoory:Fhted Usfing als Dan Rork MhmFDatla SCCO - CER Miami -Dads OCR- VAL (841)486-0f00 (788)575.2690 druam@pptlntluabbe.cam QuWftA— 1212020/7 121=011 17J252017 Approved Ancrowd for Lim Appronnal far Use Im■m Bltion 10.11M outside 1JMI8 Sigh=CANftAssursm Pasatars O for thiAl Aocrovediforlhur Mesta lam otaft Aow@vod fort ApprovociforI!!l imanm Doollar, 1 185 PW 73x 72 bnuhbd Glue 04103/2018 No Yes NO *001-M 9 PW-6520 (Lags Mleab krpoc) Vinyl Fixed W rxim 0413WM0 Ya Ya Yes WA cz Slay I.IDAiz alalWm Praaum San.a Inll)AE Outside MV realWm Praanrs 86. 086 VO-09 PAN-2F153: 73, 75.84A, 94. 42, 49. 42B, 488, 4RST, SRST, Goss, OR68, ARSE, EDBS Steel Pan (min. 25 go.) SkfpeCor (up to 9VwMe) 0512irMS VMDCODE&e174; Wes Game Door No Yes No .38 PSFb42 Pap 102 102 WB•15 PAN-2F153: 73, 75, 84A, 94, 42.48, 426, 48B, 4RST, SRST, GOBS, GRBS, ARSS, ED68 Steel Pon (min. 25 as.) Double -Car (97 to 167 0521=28 wide) WINDCOOEM174, W6 Geroge Doan No Ya NO -37 PWI.41 PSF U O Florida Department of Business & Professional Regulation PaP i ar, Building Codes and Standards ufirmte Product Approval Application Detail '�^ Florida Deparbnentof Business & Professional Regulation Pap l a t Florida Department of Business & Professional Regulation Pape+ m, V Building Codes and Standards I10/LOts Building Coda and Standards IMMIe FLEYGNM ,/_�J/��J Sale EtWOL9[ Rat Dora Fem � ner lame �"" Product Approval Application Detail Product Approval Application Detail mm Version Revision 2017 Manufacturer Thane -Try Corporation n Gloppy: Exbdow Dons contid findirmor & License veudaba h Rick Wright Lyndon F. sdmrldt P.E. Ryan J. ang. P.E. (419) 2WI740 PE-43409 (813) 7676565 Yard SubmWW F9C, Approval 10M 20'17 lolIV417 10= 017 Aenmaed 12/122017 antra Approved L.IJ mat Version Revblon 2017 l eg POT hMIgtrW t Canted YiN�LBy Dan RUak Mipm40ede BCCO-CER iWmFOmde BCCO-VAL Sea lea ■ YliQabad aY FOCAQpmleJ 12/202017 12A8017 Bats ApOmyffi 12fJ82017 SIWa Approved !'1.51 Sias lYpfl yam Revision 2017 Baler IN NAndows and OOoro 8mlly or YW t Brent Sp6per American Arddteduml Steven ML lMCh, PE Y.� Sfbm[lbd 07A32018 011)3rJ016 !ace l tl 69 Am& validated ConapSubCl was MethodSadal: g al aria Report floor C°agM"c°MaMd:EvaluatonRelyDana Florida Registered Afdaed or a Licensed Florida Profasknrhat Enpkuer coo, bMgpOmmu6an(s• � z GOapory: Vdndows (941) 48"100 (780) 315-2690 caby: Yawn" (717) 38533W ManufacuremAsaode8on (717) 317-9454 SubCebpory: Skills Hung Complance Malhpd: Certification Mark Listing dmarlcQpggndugrbe.eom ptiena Malhad:G BdiSaotlOrh Marker Listing MnP can �3 Prodmtayedal. 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Toss Plains Campumm Nohxb Evaluation Report from a Product Evaluation Entity ages Product klo&L Number at Mom 1 nW BCG/AWA Higher Sbergtlf 01 &amp; S) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Enm at good Vapdrad ev Stuart Ls+vls ICC Evaluation savior, LLC W&an Man Ranieri PE (847) Bt641473 (407) eef-1877 wwkamoketw.wm Pape 1 r l 1151 link Rik Daft P*Wlm 2da Y Wood FOCAnWO A Aged awn OW1W2017 OQW2017 001112417 Approved g,ft,A lrm4! 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Subcategory: Truss Platen dwot®m9.com m seaseoo Compensate, Method: Evolution Report from a Product Evauaton Entity MJ21974t$ Products gumLaNAUDO Averaged ar Use Anorgiviscillorulso hold 21" ants Product Muhl.Number orName Product Dowdodw Caused EXDkSUM 020 InJAME oumms Rft premiums 1 Mi BSHS 18 ga. super high sheeglh truss connector plate 01/012023 Yes Ym WA WA Florida Department of Business & Professional Regulation Page i Of Building Codes and Standards ,Przota Product Approval Application Detail flti■Z9BS 231112 Froybtg 21h 111k Qebpwwlna paid mula version min16a4alrsr Sct Emlaur valMrad ev va6dtled Stroo■ed FBQAppipyd Am rvwul ail& Revision 2017 Global Protection Products, LLC. Tim Robinson WefaA Tam Jr., P.E. John W. Kno mi PE DWOOM17 08/312017 09HI2017 12112=17 Approved Coagor. SWAM (9S4) Wg-7645 PE44167 (954) 772-8224 SnubCatagwy: Stone Panels amlrobnson�peet.coln Compliance Yraod: Evaluation Report from a Florida Replsiered Ardubd or a Licensed FWMG Professional Engineer FLI"5076eM Products 91&I&LAul Appm7MptWUM Avwovadrw Ilse b2id 22ft fta ca DabIO.Y$7$ EllrsMlrs 1 20 Gage Golvanfaed Stec Storm PwoWHVXZ Corrugated talvenWd Steel storm Perels retained 12131=19 Yas Yea Yes WA or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Defall Poplrl 11S20io PLa1 JIM pars, DOWPandhw gain mm Yenkn mYDldstal&t VdidobdBy aYbatiag PI1CAewnvr App■nl Sib& Revision 2017 nW BWlkrg Components Group Inc. Salad Lewis ICC Evaluation service, LLC Wiliam M. Ranbrl, PE DOM 92017 DW072017 09212017 Approved Category: Structural Components (e47) 91W73 (407) 881.1917 ItubCologory: Tees Plane skwlecalploefte eon Conobna Method: EvakmWn PAW a Prokxt Evaluation Ell* RANDAtsballucal Anaoved for Use Apormed for Una I&■d 22MM AW Product Description CarAmetExpkdlmDab lam RnisbA Pressures2 ITW BCGIAgM7e Hkge Plate Mew Conner Plats 12f31= Yea Yes WA WA FLM#74ta Ptak mm Version mirs t Review 2017 Mnek Industries, Ina cot"" scrod" Components subcategory: Truss Plates Coatobla Mstrod: EvakMtlon Rapodf rin s Product Evaluation Erdlity Ames Product Model. Number or Nam 2 Me 16 Florida Department of Business & Professional Regula on Building Codes and Standards Product Approval Application Detail Papa lri t/5/mie smile or a* bag Data Pswarn -go carried FmieeLalkaOi vridatadIN VEVAkM Spy FSC Asagroval AcceptedSin& David Wert IOC Evaluation service, LLC IOC Evaluation service, 1 Wi W2017 1DIIWA17 10122/2017 Approved (314)851-7480 I.I.C. dwem®rm.Oom (205)S994M00 Apauved for Use Anorand for Un IMRO Mail Product Doscdctlm Cantrell EX&RUon Data In Who outsklaHVX2 Stlkim Pressure 16ga.trusecomescurplate 01/012023 Yee Yea WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I off 1r5r4o18 J3E7 Redo Enter go 20 Data pwwhw go I112e Version aio to Emloir3lWme vrM.tsdeg ydmded AWLMW l FISCA9irrmnl Approved Sites pe tom 2017 Global PmNdbn Produce, I.I.C. Tin Robinson WSW A. TMR Jr., P.E. John W. KneveHch, PE OWOM17 081312017 =112017 12f12/2017 Approved Cafapoty: shulb. (961)BN-754S PE44167 (11")772-0224 8u0Cigory: Storm Panels tkn.robMlaniligppwrt oorn Compauloe Netlwk Evaluation Reportfrwn a Florida Registered A dfOed ora Licensed Florida Probabnol Engineer FLata0T16R5 Products owed, Ass- Approved Joe Antoci fwUaa Im�t Design, a�a ProeadMedaLNunberw Peseta 2 24 Gap CMhfvaelssd Steal Slam Paellor HZ Corrugated Galventu d 8101 Storm Panels Mankind 12131=9 No Yet Yes WA or flat by freaks to provide hurricane protection, Florida Department of Business & Professional Regulation Papa 1 art Building Codes and Standards lawill Product Approval Application Detail R9 Rallis Erd1tV Rom Rik Dab Fuldim Ra mull Version 11a99fe9amP[ Sa9nMM PnalsearaJ kaoaa vrM.e.d Bg ya■tled 8abodlled FFEC Aprtsvill Annealed Still& Revision 2017 rrw Stakes Components Group hea Stuart Lewis ICC Evaluation Savla, LLC William M. 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Numbarw Name xApslisnudraionncfla Apo[ a1ap@I■ ss aLtOMi R3441mitlt Pressure 3 Mr18fm 18 go• high strength buu connector plate 01/012023 Ym Yss WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detaa Pape 1 r 1 115rm1e f som E■6tss Do 2dt Dab Pandim Rik mm version min U&Cbpu SdmW'd landmier&Llarme vrklstsdm Ydtlded Submitted LBO B9tuaral Approved Atabu Revision 2017 AN American 8huters and Glass Mae Urban Frank L. Benna do, RE Troy Bbhnp, P.E. 10202017 Rs,Appy Calagery: shaft. (%I) 7124M PE-0046M (054) 947-OW Su6Cabgay: Stem Panels maabomUmnedanshude Compda a Nla hod: Evaluation Report from a 01,00m Florida Registered Arch11W W a Licensed Florida Professional Engswer RA17MMI Product Danger Assurance 021d Design Sara ProArdMehLNunberorlaas Approved for LW mkt Plamrs 1 2Zge Sam p; 2490 Galvanized S" Storm Panels 22ga &amp; 2492 Galvanized Steel Storm Panels 12131JMS No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs i r 1 115=18 mtlg$9.0 Sept EoSbL9[ 2 20t aft penalties go eras V9nipn RUnuf&aWm carried P.mio::tSLMame VWidd dBy vamom 9abmtiall FOCAbormd Approved Sib& Revision 2017 r1W Bidding Cartponents Group Ina 911 Lewis ICC Evaluation service, LLC WN n M. 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David Wort ICC Evaluation Sella, LLC ICC Evaluation service, 10119=17 1 W192ft17 10222017 Approved Revlsion 2017 Wsyemruser Rob Sakrwin ICC Evaluation Somos, LLC Janet A, Rothman, P.E. DWMOI7 052=17 OV11 2017 Approved Revision 2017 Weyerhaeuser Rob Baldwin ICC Evaluation Service, LLC James A. Rothman, P.E. 0622r2017 082012017 0711=17 Approved Rtvislon 2017 Weyerhaeuser Rob Baldwin ICC Evaluation Sarvla, LLC James A. Rothman, P.E. od2212017 00202017 0710312017 Approved Cabo": Structural Components (314)651-7480 LLC. 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Gulf Lok 16&qud; Wide war 15/32&qud; 04/122024 No Yes -108.SPSF N/A +N/A/-96.7PSF Category: ALL Subcategory: ALL Florida Department Of Business &Professional Regulation BuildingCodes and Standards Pap 1 r1 + 5rm+s Florida Department Of Business &Professional Regulation Btnldn Codes and Standards g Paaa, r, flaws 0 24 Ga. Gulf Seem 11 24 Ga. Gulf Seam Plywood Mn 24 Ga. Gulf beam 18&qud; Wide Rod 20 Panel 04 1224 No Yes aver lx4 Wood Pudins over 15/32&qud; Plywood Mln 24 tGa.; V Gu. Seam, 1 3/4&qud; Snap Lock, O4/i2202d No Yes 15&WIX; Wide Roof Panel over 1532&quot; Plywood N!A N/A-93.SPSF N/A +N/A/ -108.SPSF Application Status: ALL a+xlry, Assurance Entity Contract Expired: ALL Product Description: ALL Approved for use outside HVH2: ALL Design Pressure: ALL Compliance Method: ALL Product Medal, Number or Name: ALL Approved for use In HVHZ: ALL Impact Reststant: ALL Date From: ALL ICU Product Approval Application Detail Product Approval Application Detail 12 26 Ga. 5V Crimp 13 26 Go. 5V Crimp Uri 26 Ga. SV Crimp Rod Panel over 15/32&qud; O4/722024 Yes Yes Plywood Mn 26 Ga. 5V Crimp over 15/32&qud; Plywood 04/122024 No Yes N/A N/A -156.5PSF N/A +N/A/-131.PSF Date To: ALL l.l..l R PLi1774R6 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel over lx4 Wood 04/122024 No Yes Purlins over 15/32&qud; Plywood WA +NfAI -156.5PSF C G d3k mm! 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Gulf Lok 16&quot; Wide Roof Panel over 04/1=024 No Yes 15f32&qud; Plywood N/A +NlA/-63.5PSF B,dlrebaary: ROdUde Introduced as a Result r d New Tsdhmlopy cparteomcerpaLa.Opm &mCaUgoy: Products Introduced as a Result r New Tpdmdogy ProasNabroptwO.am 17 26 Ga. GuIfPSR Min 26 Ga. Gulf PBR Rod Panel over 15f32&qud; OM122024 No Yes Plywood NIA +N/AJ -754.7PSF Z Compliance NOW: Certification Mark or Ltalbng Compliance &rind: Evaluation Report from aFlorida Registered bed Licensed Florida Q Plifa9.a19 Produce or - Profsssioon gi eer j owner, 6Hlsamt Approved for iaa Amyl. Impact minim kv177aAa Prereeha / 11. SHEET NO. PA 1.3 s 9 1 V