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Home My WebLink About2979 Moulden Hollow DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SNII DETAILS S3 rS4 DETAILS AB or A.B. Anchor Bolt FIN FLR or FF or Fin, Fir. Finished Floor PWDR or Pwd. Powder Room DETAILS 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 FIr. Floor FLR SYS or FIr Sys Floor System RAG or Rag. RAD or Rod. Return Air Grill Radius S5 DETAILS SS RETROFIT DETAILS AFF or A.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AHU orA.H.U. Air Handler Unit ALT or ALT. Aftemate FP or F.P. Fireplace FR DR French Door RECEPT REF or Ref. Receptacle Refrigerator D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS BC Base Cabinet FRT Front REINF Reinforcing BF Bifold Door BK SH or Bk Sh BookShelf FT or Ft Footl Feet FTG or Ftg. Footing REQD or Req'd. RM or Rm. Required Room PA1.0 PRODUCTAPPROVALNUMBERS BLK or BLK Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet GALV or GaIv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height RND or Rnd. RO or R.O. RS or R/S or R&S SD or SD. 80 FT or SF or S.F. SGD SH or Sh. SHWR or Shwr. Round Rough Opening Rod and Shelf Smoke Detector Square Foot (feet) Sliding Glass Door Shelves Shower PA1. 1 PRODUCTAPPROVALNUMBERS PA1.2 PRODUCTAPPROVALNUMBERS PA1.3 PRODUCTAPPROVALNUMBERS CIR or Cir. Circle CJ or C/J Control Joint CLG or CIg. Ceiling HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) SHT SL or S.L. SPF or S.P.F. Sheet Side Lights Spruce Pine Fir "-I'- - - J. - - CMU Concrete Masonry Unit ILO In Lieu Of SPECSorSPECS. Specifications COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SCI or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community COMP or Comp. Compressor KIWALL or K/Wall Kneewall KS or K.S. Knee Space SW or S.W. SYP or S. Y. P. Shear Wall Southern Yellow Pine ED—] LE] F-71 1-1--] CONN or CONN. Connection C ONT or Cont. Continuous LAUN or Laun. Laundry LAV or Lev. Lavatory TB TEMP or Temp. Towel Bar Tempered —71 7 CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken FF Li E] F I D or D. Dryer DB Door Bell LL Lintel Length LT Laundry Tub TOB or T.O.B. TOM or T.O.M. Top of Block Top of Masonry DBL or Dbl. Double MGT Management (room) TOP or T.O.P. Top of Plate DCF Decorative Cennentitious Finish DEC or Dec. Decorative MAS or Mas. Masonry MAX or Max Maximum TP TR Toilet Paper Holder Towel Ring LITI]EIFE71 FI-71 D E71 FE71 DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom Window DIA or Die. Diameter DISP or Disp. Disposal DIST or Dist Distance MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum TYP or Typ. LIC or U.c. UCL Typical Under Counter Under Cabinet Lighting DMF Decorative Masonry Finish DS or D.S. Drawer Stock DTL Detail MIR or Mir, Mirror ML or M.L. Micmlarn MONO or Mono Monolithic UNO or U,N.O. V or v. VB Unless Noted Otherwise Valve (shower or tub/shower) Vanity Base LO Ln 8 C�4 DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (Mumbing) DW or D.W. Dishwasher NITS or N.T.S. Not to Scale OE or 0. E. Ownees Entry OPNG or Opn'g. Opening VERT or Vert. VIL or V. L. VTR Vertical Versalarn Vent through Roof EA or Ea. Each OPT or Opt. Optional Worw Washer EW or E.W. Each Way PC Pull Chain W1 or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal VVC or W/C or W.C. Water Closet (toilet) ELEV or Elev. Elevation PH Phone WA or WA. Wedge Anchor �2 T3 EQ Equal EXT or Ext. Exterior PKT or Pkt. Pocket (Door) PL or P.L. Parallam WD or Wd WDW HDR or WDW. HDR. Wood Window Header EXP or Exp. Expansion FBC Florida Building Code FDN or Fdn. Foundation PLF Pounds per linear foot PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf WH or W.H. WICorW.I.C. WM or W,M. Water Heater Walk-in Closet Wall Mounted (plumbing fixture) FXD GL Fixed Glass PSF Pounds per square foot Wp Water Proof(ing) ac FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener 5 FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) — — ---- REVISIONS 08-20-15 1.0 NEW BASE PLAN 0 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES 02-21-18 4.0 MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID E 1,02 a :E 5 9 -1 2 ALL WORK SHALL COMPLY G 0065 Q-0214A. 1916111601045 WITH m`�'EVAILING 1� 1% F1 FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID NATIONAL ELECTRIC COLY" AND THE CITY OF ZIEPI�!Y RHILLS' ORDINANCES CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. Eff S Q 'P SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. REVIEW [M Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these CITY OF ZEPHYRHILLS PLMS EMUNER 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 00 undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our 1941 Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. I 4--J LU 0 Lij E C) L'L' M: '13'. cc, 0 .1 C14 1 U 1 2 U_� Im L0 IS I a;< C; Al I BID. N C D-D-C T, LU fA LU u;$ Z E I rq" W i"X�1* D S Xom JN 1� 00 0 To the best of the Engineers knowledge, Information and belief, the structural pians 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 vvvvvv.LennarTampa.= Z 0 Z Id 010� g§zz �l UJ U.1 > U) Z LU 0 0 U OZ 950 Z Z LLJ v-4 Lr) _J I I Lli 2: < Z L LLJ !� Ln H 0 Z 5 UJI :r § rn CL (n SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION No' 4sO SHEET NO. C S � I�I�Y6�■WYYJDW Ilid�lt� I'�� l, . �a �.--ail \ I :0 O Pf5WY AC PAD \ —" � -- _ — — N 16 P = FLAT I-C- a j FIBERGLASS \ - T �w I SURROUND I S3 \ ■ I =a \ - - RANGE. � N ,-. I `, _ — o m I TYP @ 1 f- B -- \ oo 20 - „ t H co I 2„ STORY -_ _ w I - _. —_ 2'- - 10'-4" 10' „ 2,�, � P- ; 5,_ I p O C7 \ I OP W N 0 o _ TI i €o i _ _-- ESI K w/ ISP D.W. I o o rf' CAFE N � i BEDROOM 3 ' BEDROOM 4 mCD W 0 r PATIO CARPET \ L - —_ _ _ _ _ _ _ _ _ ' C------ --] , „ I BEDROOM 2 BCARPET - ILE �ro I BCARPET Mw 1 — 8'-0" CLG. . _ { OPT. CARPET q 04 REF. I cn `L 4'-0" I �— 5068 B.F. 4068 B.F. 4-7$-8 N5-4-6" = 14' 5' 7-6 _ N c c lA — — — — — — — — — — — — — — — �r- IAA R&S cv 2668 2668 '- — — — — — — — — — — — — I cl) -r cn N R&S I ------- HDR AT T-4" __._ _ .._ _ _ 1171*11111111 23'-08" a jo T-10" T-8" 10'-10j, - - - - 6°- - I , "' O _ LT3O68 ENTRY o zo I FAMILY RM 9'-4'CL• 1 , „ I O2:12 VAULTED CLG. — - -- T -€ —__ __.___ I 8 -0 CLG. _ 9'-4" CLG, N I I CARPET R.A.G. 4 fib - (4) 2x4 #2 SYP— STUDS W/USP CC D _ ^� - - - S3 HTT4 @ BASE 33 S3 _, .- 1`7-' ! — — — — — — — — — — - 1W L C71 =°0 1 I NOTE: ISHED I I AHU „ �N I I I 8,4C _ _ WALLS TO BE A ITILE r' UNU FLUSH. VERIFY IN I I S3 5'-4" 4'-0" IIX �I FIELD. a 1t7 TYP @ 1 STORY 1 OPT. D OPT. I I I I T I I I 00 (4) 2x4 #2 SYP STUDS G S ,; 1 1 1 I I a I I 10 00 G W/ USP HTT4 @ BASE SURROUND - _ I I I _ 1v—� CN S3 = — __R&S-- — L- j I 0 M 60"x36" _ HANS 1 1 -i F7R SHOWER BOX @ 36" A.F.F.I EDGE OF SLAB 2" �- DRYER VENT I BEYOND WALL l > IIrnIN" F68"3' 10" THRU ROOF I I r- I I -0 " 2668 „ „ I cc I I 3�-0" 7 -8 ( 20 -083 I .- 78 /U)�17 W _ I N - - _ �� I 2 CAR GARAGE I I �, OWNER'S SUITE _ W.I=C. ' �� 8 -0 CLG. ' -- - 1 1 1 °i 8'-0" CLG. B_ _ °p CL 8'-0" CLG. I I 2-6 BUILDER TO I I I I I I CARPET TI E CARPET I PROVIDE I I I I APPLIANCE I I I o 5-SH ° 6' , _______—__ J PROTECTION N WHEN REQUIRED I I L — — I I I I _ • DP R&S PER FBC T — — — — — — — — — HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1 /2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1 /2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20 X 38 18 } X 371 S.H. 14 20 X 501 18 j X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20 X 72 18 4 X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 11-13 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 4 X 50 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 4 X 26 36 4 X 25 1 /2 S.H. 23 37 j X 38Ij 36 } X 37 3/4 S.H. 24 37 1 X 50 36 } X 50 S.H. 25 37 J X 63 36 4 X 62 1 /2 S.H. 26 37JX72 36jX711/2 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 1 52 4 X 37 j S.H. 34 54 X 501 524 X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54X72 52}X71j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. OPENING PRESSURES ENCLOSED—EXPOSURE"C" CA +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 O +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 �G SEE SN SHEET OH SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / —44.8 00 N 0 J' MIRROR OWNER'S BATH KITCHEN ISLAND OWNER'S BATH KITCHEN Q 00 0 M KITCHEN BATH 2 O M 4 (V 4 co O r- INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" i H93 Q d U) Z ♦ J cn w r Q Ow U LU m N M v N C) B D. N _� N_ �O <D N M W oYYY W IY 4j _ a SIP LLW ' � A •a •.c o. U FDSENO.CObf. 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 g g� za U VJ —j w I \ 4 V® � `i C�)• LL E Z Q� \rr/ O Ui i w OU F— p 2 ~ Qaa k r-4 Z W Ili J ri W Z W� � Z �8 k 0*1 � 00 0 t0 00 Ztu w _ SCALE : AS NOTED DATE: 10/2/2018 TECH: M]AMES VERSION NO. 4mO SHEET NO. 2.0 :2 Ln 9 q Co I (i. 12 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. S4a SPECIFICATIO;NS 10-011 op Ell _111M MINIM — — — — — — — — -- �- — — -4 W.- — — -4- 1�- — — -14- 4-- — — -+ H__ — — _+ +__ — — _* H__ — — -ft, H__ — — _+� H1_ — — -iiii — — — k- — 11 — 12 .Z::��5 12 5 --------------------- HEEL T.O. M. I HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) OP ED L I F.FL. 00 FRONT ELEVATION - A1_ SCALE: 1/4"=l'-O" RIGHT ELEVATION - Al 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 ASTIVI 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 wl portland cement plaster shall be not less than three coats when applied over metal lath or w1re 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 FOLLOWNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA/ LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT a SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. < ;2- C') C) 4-J LU M M U ITO LU CN Cl) C) U. aid A I 11pt C4 fAz MINni Im A-1.z UA 0 ;s 0-4 i U) g r, , LL64 Z: fg L11640, (b 4R Z f _J 0' 6, QJ 4 ROFESS\ To the best of the Enginser's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Oth 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 CJ) a. 0 0 < < UJ J LU z F— W X 2: 0 'a M U 0*1 C4 ILL ;z Lu < z Z UJ _J. V-4 Ln T-4 Lij z di., M 00 Z z 0 rn T__l D 0- SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION No' 4wO SHEET NO. 3.1 i dp�ve'r- tLr- % I , � - � . I BEW4,. . "0 LO LO 8 01 Q-1 I 81 E 4 =-_3 M 12 5F�� TOM I 12 zz��5 ---------- EXTENDED OVERHANG TO BE CENTERED — ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 14'-0" RIDGE VENT 12 J 5 15'-0" RIDGE VENT 12 1-7: -------- 5 I L ....................... _' E7�= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - V-00 TEXTURED CEMENTICIOUS 01 2'-0" FINISH ON C.M.U. (TYP.) REAR ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) ZD I 1A F.FL. N SCALE: 1/4"=l'-O" LEFT ELEVATION - Al SCALE: 1/4"=l'-O" General Notes ROOF CRITERIA: 12" OVERHTNG 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 ASTIMC 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 Baniers. 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 winclowidoor openings. Intersection of chimneys or other masonry constructions with frame wells. Under and at the ends of masonry, wood or metal copings and sills. Continuously above all projecting wood trim. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. At wall and roof Intersections At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT e SOFFIT VENTS 7 SO. IN. OF NET FREE AREA I SO. FT. (D 2_� 0 ClLn LU 0 LU V) U LU C14 C" U 01- <1 01 o Al I WFD. N C. '7 3 z CHOM U) E LL;3 44 It - z JT LU 4C ,it U F. _"4-Q". M SE r '0 0 F 1"ROFES5\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. Engineer's signature and seal Is only for the structure[ engineering portions of the drawing pages bearing Englneees signature and seat. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 5 Iz U) 4—;- a: 0 00000FAIN L.0 U kl� 0 UJ L -U t z 11%� U) 0 z CE: LU r- P C'J Z z LU _J Lr) z U 06 ZZ :5 t7u UJ 0 rn T.-W! Ln SCALE AS NOTED DATE 10/2/2018 TECH: MIAMES VERSION NO - 4mO SHEET NO. 3.2 2„ 1„ 2" 'NOTE: VARIES 1'-10" 12° CAP CAP N iv FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY = ^ 1/2" RADIUS 3 1/2" RADIUS is N 4. COMMUNITY SPECS. IF NOT, 1" 2" OPENING VARIES 2" 2" DETAIL TO BE ryN ^ N 3/4" RADIUS 1 r_ n a z r Hd `v BUILT W/ STUCCO. 1/2" RADIUS 1" 1" EDGE OF -0" 1" OPENING VARIES � ? 2 " VARIES 12' VARIES 11„ N SIN 1" 1'-0" 1" 1 1/2" RADIUS 4" r I I 2 1/2" RADIUS 3j" ill �ila = HIV 00 OMV � � VARIES 12° .-z�N f7 11 c = c <O N N 3' 2„ 1" 1" 1" BASE • BASE r 411 , • " rN j 1 12" "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY a _ COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" �N 1-6" 1" 1'-4" 1 DETAIL TO BE 2" 2" to BUILT W/ STUCCO. EDGE 2a, OF OPENINGMW �� • • t - . 4 1-1/2" THICK - ----- 1-1/2" THICK 10" N - 21 „ dV 10" 6" c —`----- -- c as = e z c - jd e 2 NCr 2„ 4„ 3„ 2„ V 2„ i W W tz = v, bill 1-1/2" THICK 32„ v t%i 2,-4„ - - n Jr� n ;0,174 7Sa" 1" 12" 4 VARIES VARIES 2„ Wcr I I • � VARIES VARIES r= 10 In _ �_________ c 04. N RcO �^ Q:� 6" 4" KEYSTONE F11 0 OPTIONAL � KEYSTONE F11 00 � OPTIONAL 2' 4j" ZDL3- 4- GARAGE DR. OPENING "43- 4" 4 WINDOW OPENING 4"" -c- . rh NOTE: • INSTALL OVER STONE, TYP. VARI • FIN. TO HAVE TRADITIONAL Eli • LOOK & SMOOTH FINISH FOAM/ EPS MATERIAL IS ACCEPTED NOTE: a • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 1 " 1'-6-4 1q" 12n 1 �„ °O 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5". 1'-12" 5t" i T-$" 1 n 4" T-0" 4" . 10" 1'-4" 10" E S ZD Op = � iD N C N v a 1n 1" c CV ti r0 = L6 �r _ CC C,)I J r - f V CL r•) C7 r �q 1„ Rlpa = N 1" r 12„ C�11 _/ GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 —vim Z z Q d V, 0 0 4-J w .V w O� � ~ U LU (h m 2. m U U0 ��r Q �n In v a o B D•lv-/ C N Z� z d� LU a IN V. H2 E a LL W a Fa a �. o� o ii Li WWW.FDSENG.COM 00 N O 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 Bth Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com a E; o U 0 /1 W�® N CL O O $ a W U � W lt .Q LJJ o Qs $� Z J Ln r-1 Lli Z � Z g d- rn0 %D 06 Z � U _ r-4 a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO 4nO SHEET NO. F1 LO 4M .0 to 00 1� Q-C, 00 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36"AFF exterior waterproof 12" AFF garage general purpose 42"AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance With FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY L4�4_ vkz:;�_ DUPLEX CONVENIENCE OUTLET Lz±i, PqF DUPLEX OUTLET ABOVE COUNTER �I@W.P. WEATHERPROOF DUPLEX OUTLET 1 4::� I";='G . F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET I 0=� I'llI111111101- HALF -SWITCHED DUPLEX OUTLET Lph 1 1;4V SPECIAL PURPOSE OUTLET ta DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE )::�LED LED CEILING MOUNTED LIGHT FIXTURE I_0 WALL MOUNTED LIGHT FIXTURE @) RECESSED LIGHT FIXTURE +P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) RCH CHIMES (OPTIONAL) IfE PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH X;>% SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE Wif ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14.250.94 200A INDOOR PANEL CENTER 10 #14 copper to rights & outiets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts 01 #10-2 copper to WH 10 # 10-3 copper to Dryer METER T n r 2/0 or 4/0 SER AJu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP DISC. GFI H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE U^^rl% nr!rlj orliffVIC. SYSTEM LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=l'-O" 1/1 ID M 0 LU LU :u < < A I MD. Uoz Ole Ace W a! UJ jig-.1 11; 1 LU < Z Z 2 E 'M T UM LU c-, WWW.FDSENG.COM U U To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Enginear's signature and real. LE PJ NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 1 8 Of � 'u 0 ce Z < w 00 0 Z %*.000 L.0 W 0 0 U 0 _j Z Z Lu Ln Lij Z ca to 06 Z Z UJI 0 r_1 , 0 SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION No' 4nO SHEET NO. 4.0 • :: :: :: RIDGE :.....::. I rl o, O r ` N I In ai RIDGE " 15'-0' RIDGE VENT I \Q L w a .Z. 0 I w $ :125 SLOPE > 14'-0' RIDGE VENT olI I GE r a I o :• � ••.......... LO $ 5:12 SLOP •r 3 y U a on CDN 0 ROOF PLAN W Y4"=1'-0" SCALE: ATTIC VENTILATION CALCULATIONS - Al General Notes ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED ROOF CRITERIA: 1/150 Rule Ridge • 12" OVERHANG U.N.O. (No Upper Ventilators 1l300 Rule (Must Provide Upper Ventilators) Vent Amt Amt. • PITCH PER ELEVATION Off -Ridge • PLUMB CUT FASCIA ROOF Req.) (Ft.) -. -.- Total Ventilation *"G.C. VERIFY ROOF PITCH** ATTIC Provided ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE SPACE SQ. FT. SQ. IN. of b Upper CONTRACTORS RESPONSIBILITY TO VERIFY SQ. IN. of SQ. FT. Total SQ. Y Ppe of vented IN. of of ventilation to SQ. IN. of SQ. IN. of ROOF SLOPE REQUIREMENTS WITH TRUSS Ventilators ventilation vented be provided (See Elev) MANUFACTURER. required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 _. 573.0 (Zone 1) T 435.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS Exterior Covering REQUIRED BY FBC 6th ED. RESIDENTIAL. **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. 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. CL • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of mason rLO y , 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 w (2017) Residential R806. The Minimum net free ventilating area shall be 1l150 of the area of the vented Q O 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.Uppervantilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** ............. (Values to be verified with Manufacturer Specifications) CDVO • RIDGE VENTS - 15 S0. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS - 138 S0. IN. OF NET FREE AREA /UNIT • SOFFIT VENTS - 7 S0. IN. OF NET FREE AREA / SQ. FT. General Notes Z c <c a C tn,J).9 ' W � .I..J w *V — 0 w � M U w S m N �M C" .0 .0 00 C�. !R T-O" H.B.' T 1 '-q' , T-2j" T-O" TYP @ 1 STORY U.N.O. Z-106" . 6-11 WIN ........... .......... ....... .............. ....... 0 .............. 4 CY) 16'-0" 2-9j' 6-1 0.-0'. &-3 0 1/2" SINKI/.. DISP LO t7 **N \, F7 I D.W. 1 1 1 on A �3 IL - - - I CHAS E TO ISLAN TYP @ i - - - - - - - - - - - — - — - - 4-1 v STORY U.N.O. STEPS AS REQUIRED PROVIDE 1 Y," RECESS CJ__ L - - - - - - - - - - - - - J OPT. Cj: KITCHEN ISLAND REF. .......... cJT T FOR SGD. REFER TO . . . . . 4�. CJ_ 0 . . . . 10"041" PER FIELD MASON'S SLOPE FOR -LOW WALLS CONQITJONS WIDTH 16-10" 12'- 10" INDICATES FILLED CELL w/ 3000 PSI CONIC. GROUT FROM FT. TO BEAM HVAC CHASE I *' ........... .... . W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON 0'-0., TOP OF CONCJ PAVER BE 4' .......... 4'-0' L 1 4'-4- 4'-6" TYP @ ALL PLACES SHOWN LOCATION BEL OW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED I "GRADE PROVIDE Y2" x 9" W/ 25" EXT. ABOVE SLAB 40 SLOPO _1\ RECESS FOR FRT. POOR ;r) STEEL" I 1 /7 2'-6"x2'-6"X1'-O" FzFG ro -4- �3 7 25-1 Off8" 9'-5&" W/ (3) #5 E.W. 4'-4- LO 60 ....... .... .................. aw 9 Ci Ci TYP @ 1 STORY 'U.N.O. (2) #5 REBAR I VERTICALS w/ in 2-4- x 7-15" x 1 1-01, 04 FILLED CELL 74' W/ (3) #5'S E.W. Z-61, x2'-6"X1'-O'HFT-G_ - G G W/ (3) #5 E.W. -31/2' SLOPE Aco jOS3 5'-3" 11-10 0 —4 CN _Cj �cj _CJ I 2'4j" I 3-1/2" MIN 3000 PSI CONC 6'-5- X-2-1 (D 0 SLAB FOR HERNANDO COUNTY ONLY /K 3-1/2" MIN 2500 PSI CONC __L SLAB OVER 6 MIL VISQUEEN I co \,. �3 �3 VAPOR BARRIER 35-4" 20'-6- & 01-0.1 BUILDER TO PROVIDE I (2) #5 REBAR I APPLIANCE VERTICALS w/ in 4'-0 12'-l" PROTECTION FILLED CELL F, c? WHEN REQUIRED PER FBC ................ ........ 7. ................. ........... 1,-6- L 5'-� TYP @ 1 STORY U.N.O. H.B. T- FOUNDATION PLAN SCALE: Y4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX -F- OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VWVF 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 ILL! Cn CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 77 J, V. -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Aftemate: he reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 2!: v) 1 2! Q) C-n 4--J L, 0 LL-1 F_ V) (-) LLJ = - I CIS U.) Ci Al I N ED z 0 0 k, E ow _j C), 0 UA < o C C) OF - SS\ VV� N, To the best of the Engineer's knoMedge, information and belief, the structural plans and specifications contained vAthin these drawings cornply vAth the 2017 Florida Building Code - I I Residentia 6th Edition. Enginear's signature and seal Is only for the structure] engineering portions of the dramdng pages bearin] g Enginear's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com LU FM .80 ,Z CL. w 00"'S < o F_ z %%-000 0 0 U LL 0 0 Uj 91 US J III M . H Z Uj _j In T-4 Lli aj z z 0 06 Z -D SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION No' 4n0 SHEET NO. 6.0 1450 A (2) A (2) A (2)bw S3 A. D D D .D, cDi, wD Q Q Q Q �v rn o A Co rn U U U T ,J w =. Q¢ D n D CJ3A :: CJ5B I EJ76 I EJ7B :: : J7A D .. . G) EJ7A I EVA Li • . EPA X (2 I.. EJ7A ... ;.11 EVA : I EJ7A : 1 EJ7 I 1 1 EJ7A 1 EJ7 1 / I : :::: ::: :::: :::: :::: :::: 1 v EJ7 EJ7 ;: 0(2): : EJ7 :: ; EJ7 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS ' M EJ7 EJ7 q s3 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. EJ7 EJ7 BEARING U.N.O. CJ5 :; ;; CJ5 c CJ3 CJ3 FE I L g CJ 1 �'' cn crt w CJ 1 rn 1 I A A S3 (2) A (2) g' a 00 N 1.0 0 I eci fE 0 a / a 0 N N 0 ROOF FRAMING PLAN N W SCALE: Y4'=1'-0" UPLIFT CONNECTION CROSS-REFERENCE ta,a,te MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. I� CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10 x 1 1/2" HTA2 1615 158 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 A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1! " E META20 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 5 10 -10d x 1 1!2" G H10A 18 -10d x 1 1l2" RT16A 1380 1160 9-10d X 1 1!2"& 8-10d H HTT4 3610 10 8" ANCH. f 18 10dx1-112 HTT4 71 518" ANCH. 120 10dx1-1/2 J HTT5 4350 3740 5/8" ANCH, l 26 10dx1-112" HTT5 3225 5/8" ANCH. 128)10dx1.112 ` 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L * 5l8" ANCH. 314"STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M 718" ANCH. 314"STUD BOLTS TDX10 7845 — 4 - 7/8" DIA.. BOLTS N 1165/1070 `* 1 ! 1 *' 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" O HUS28 2000/4220 " 1720/3125 " 30 -16d x 31/2" HUS28 2570l4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1!2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" 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 8 (7) 1/4" x 2-1/4"3"WEDGE TITENS LUGT2 1850 1810 (16)10d NAILS AND 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 - d SP2 1065 605 12-10d SPT24 1030 12-10d 645 12-10d X 1 1/2" ' MINIMUM 3"MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT RECI'D ON ROOF PITCHES 3/12 &LOWER. LOADS -- ROOF = L / 360 FLOOR = L 1480 W/3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S 8 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2 0 0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++, (a) (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 (r� 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 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING 15 ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR y q�R�ER 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. M Z Z Q a I� Z �/ cn 00 01) LO M !uz 00 P GENEML INSTALLATION N TES 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 call reinforcing and grouting. 5. All lintels meet or exceed U360 verfical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U1 80. 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 ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The extedor 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 Safe vertical I + Safe horizontal load 1.0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F32 1 B/1 T (9 e (a (9 5affipm-= FORM & GROUT SOLID .1 .0 #5 BAR CONT. 8F12-1B/1T (Sb V LINTEL DETAIL SCALE - N.T.S. E 11 al IM MIMI Z 0 F = FILLED WITH GROUT/ U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Lu 8F16- B/1T tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. rc precs tels = 3500 0. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. ma)dmum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum not 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. REBAR F IN. AT TOP (1) RECI'D 12' FAR ALTERNATE POWERS STEEL LINTEL ,d AJ A ,d *--C. M, U. #5 REBAR AT TOP 4 A -GROUT MIN. (1) RECI'D- > Ir'l 1-1/2"CLEAR �C.M.U. 4 A I Lo <1 -45 REBAR AT BOTTOM OF 0 0 LINTEL CAVITY 8 � � X2 -BOTTOM REINFORCING PROVIDED IN LINTEL D d: 0 �<O' OU. IX 0 W > i .. b 3: --#5 REBAR AT BOTTC 7-59'ACTUAL 'NOMINTT WFDTH (VARIES) t; 9 LcmrRi <7 AS INDICATED L�NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER L NTEL 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 manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel p4anidetails for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitluos coating. See contractor specifications 4'-6" LL 4'-6" LL OF OF (i) LINTEL PLAN SCALE: Y4"=1'-0" wad U) V1 (D 4--J LU (Dru M U_ tri LU UJ car.- 0 Pt 0) C") U < u-iC_ A-L ED. Pis! U_ Z I (fait LL Z W Qtffi ZZ 0 J J Z C\ qn, Qt F 1� 0 F C S S To the best of the Engineers knowledge, Informeflon and belief, the shictural plans and specificallons contained within these drawings comply with the 2017 Flodda Building Code - Residential eth Edition. Engineers signature and seal Is only for the stnictural engineering portions of the drewing pope bearing Engineers signature and seal. LENNAR 4600 W Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com a. Z 00 0 U LIJ 0, r*J Z Z LLJ U) -4 . jlj 4� ro Z Z L 8 M 0 06 Z :5 ILIJ rn T-4 SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION NO - 4nO SHEET NO. 8.0 L0 ::;c- L0 8 C ci: 00 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT $HALL BE APPROVED BY THE GOVERNING JURISDICTION 'LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,ACQ-D, CBA-A, ORCA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS, 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24�NCH(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 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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. SPECIFICATIONS 1. CONSTRUCTION: 1. 1. 1. ACf 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6rrMS 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 ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6frMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad, RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG, PE. AND $HALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1-9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.33. 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 "1"= 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, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3- C-I-P CONCRETE EXPOSED TO EXTERIOR: 2' C-1-P CONCRETE NOT EXPOSED: 1 Y2. GROUT FILLED MASONRY: Y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETIETYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6"AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8"AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2"MIN. THICKNESS W/ MIN, REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED 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 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA 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 NTH 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- 718"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 Ks! 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'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 'J' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7,5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 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 ASTIM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FBC-R R318.1 - "A permanent si n which identifies the termite treatment provider and need for re -inspection and triatment 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 III away from the building side walls. 3. 1mgption/sTrinkler systems includin%all risers and sp y heal S shall not be installed w hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC01 8. 1.1 - Initial treatment shall be done after all excavation and III is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed, 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must oe of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 frill vapor retarder must be installed to protect against rainfall dilution. If r4inf 11 occurs befdre vapor retarder placement, retreartment is requir2 9. FBC-R R318.1.5 - qncrete overpog and mortar along the foundation perimeter 3e must be removed be ore exterior sol 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 extqhor vertirl chernipal barripr mupt be installed afte construction is complete, including andscaping and irrigation. Any soil disturlied after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building d ant bg a licensed past control company before a certificate of occupancy will be=. T a certificate of compliance shall state: "The building has received a pqmplete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 1'-0` of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C' (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-101" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCEFROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. (D < Cz U 0 LLJ V) 120 Cq 2- .79 U_ < A a D. I- ci U) C"n It Uj �z Z uz Wth m C-4 0 www. Z, X -D L- r-0 0 '�?OFESIS\o To the best of the Engineees knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Oth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and "al. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com cc ffli !�z LU < C/) Q) > (a. F- LU I-- 0 z %%..00 0 =1 ui U I LU C) F- C/) U, z z LU Ln 4 1 z UV z Z t-u co 0 06 :5 Uj rn T-4 0- in a SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION NO' 4n0 SHEET NO. SN T3 CORNER OF HOME GARAGE SIDE 00 21 E 3� DOI ;1; J� I — — — I 101-091 TANK -LESS W/H H C G 000 51-011 STUB -OUT FOR GAS METER 0 LO 1C!1?4 MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEF7 (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2- X 4- @ 16' O.C. T-51' (2) 16d TOENAILS 2" X 6" @ 16" O.C. 101-8-1 (2) 16d TOENAILS 2- X 8- @ 16" O.C. 131-911 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19-4- (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4- @ 24" O.C. 61-11' (2) 16d TOENAILS 2" X 6" @ 24" O.C. V-13" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11 1-0" (2) 16d TOENAILS 2- X 10- @ 24" O.C. 131-011 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING W. ROOF DIAPHRAGM NAILING SCHEDULE PIMP 1 IM: . . . . . . . . . . . I \ . . . . . . . . . . . . . I- +i + + 4 . . . . . . . . . . . . . . . . . . . . . . . + + + + . . . . . . . . . . . . . . . . . . . . . 4 + + + + . . . . . . . ... . . . . . . . . . . . . + + + + + 4- + 1-0.1 (TYP.) 6'-0" +/ 6-4- + + + 4 + + + + + + + + + + + _1__+ + 4 4 4 + + + + + + + + + + 4' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + +++ + + + + + + + + + J- 4. 4- + + +K+ +++ + 4- 4, 4, . + 0-i 15/32" CDX PLYWOOD OR 7/16" OSB I `—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE"C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4- O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 1 90 .0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL (n Lu STD. 900 CONT. #5 > HOOK BAR � I STD. 90' HOOK BOND BEAM SIMPSON MGT w/ (22) 1 Od GIRDER TRUSS NAILS TYP. CONT. #5 BAR 5/81 L2X TOP PLATE #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT BASE PLATE BEARING COLUMN 'J�; �r_�_PLYWO'OD SEE PLAN FOR REQ'D FLOOR COLUMN AND CONNECTION SHEATHING PER PLAN TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID 01 nr1V1K1r_1 Tr% RAATr'U Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. small gap 2" min. 2" max.. 4" max. Web Stiffener Fastener Schedule Joist B aring Location Series 11 pth I End intermediate 9-1/2" 2-8d 2-8d BCI 50OOsP 11-7/8" 2-8d 3-8d 14" 2-8d Clinch nails 9-1/2" 2-8d 2-8d when BCI 6000s" 11 -7/87- - 2�8d 3-8d possible BCI 6500se- 14" 2-8d 5-8d 1 jz" 1) QA 9z QA 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 77 Tight fit ------------ BCI 60s@ 11-7/8" 14" . 2-8d 2-8d 3-8d 5-8d 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/PIywood/OSB web stiffener 2" min. A'- BC, 90so 11-7/8.1- 14" � 3-16d 5-16d 3-16d 5-16d 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or ,tax. 16" 6-16d 6-16d - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor Column w/ loads N.T.S. higher than 1500ib. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls for vertical load transfer Plumbing Vertical load transfer 1900 pff max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below Load bearing wall must stack over over squash=20 blocks and *Non -stacking walls blocking and wall or beam below.* wall or beam below.* require additional Joist consideration. Check local building When joists meet over wall, provide I -Joist can be offset code for appropriate 13/4" minimum bearing for each. Ix up to 3" to avoid details in One 1 Od box vertical plumbing areas=20 of high or--20 s inker lateral load. nail each side 3" max at bearing. JOISTS OFFSET N.T.S. Provide a Jequate bearing Use 10dx3" nails at 6"o.c for all joist for each lapped joist. blocking panel *Non -stacking walls Squash block Od nails require additional consideration. (2x4 minimum) SECTION @ INT. BRG. WALL Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST CKOUT'S) Z�WED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 611 A %2" ROUND HOLE MAY 6" 6-1- 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 %" 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. Joist hanger I.0 SIMPS( w/ (22) - NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR =_ AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) .71J� �11 Nall with 10- 10d nails. >-, nstall tight to top flange. SLEE, E I HRU STEM x_ SEE PLAN FOR-,-' 4T I . .? 4 FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange, /1/4%2" gap Backer Block "Top Mount' "Face Mount" Backer block shall be fight Backer block shall be fight to bottom of top flange with to top bottom ange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN tvi- %,nmor + rvu 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) 1 Od x 11/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP 2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE r%lr%r- % 1r-r%-"10% A I -T-# lr.%i 1 r-1k 1� TOP (2) #5's x 4'-0"_ PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION 4 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 .4 4 T. 4 A-0 -i:� �d 4 A A A SEE FND. PLN. SIZE & REINF. Cz 4--J 0 LU Lh Of 0 :0. C) 0 co UD, r' cl. 0 D c. 0 rq cc z 1z LL LU LU A6; J z 01-4" U) -11,g z U) 0 S L < 0 F U 0 F E S Z' 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 N Ce z 31 �i 96, U) LU F- z z CU ;or 0 CC =5 U F_ C M 0 1�6 ej 0 U) < Z Z LU Ln U.1 a U rn < z V ILD Z Z t- U LU u, z 0 r_1 06 T__I CL V) LU 2 S SCALE AS NOTED DATE 10/2/2018 TECH: MIAMES VERSION No' 4n0 SHEET NO. SN 1 _j FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES 5/8"OR 1/2" HIGH ----- STRENGTH CEILING BOARD PER CODE (OR 5/8' GYP. TYPE "X' @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS / INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL-/ NAILER STD. 90-HOOK (SEE DETAIL 1x2 PT WD FURRING @ 24" O.C.-/J'--' (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24- O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV, VARIESjgk ALUMINUM DRIP EDGE LUMINUM FASCIA 2x SUB FASCIA N.O. EE SOFFIT SHEET 8"&%16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT _8" C I M.U. TYPICAL TYPE "S" MORTAR ------ARCHITECTURAL A E A N. 0. 2 S 1/2"GYPSUM WALLBOARD-'�� data- (1) #5 VERT. IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1X4 P.T. BASE NAILER 4"x4"INSPECTION 3 1/4" BASEBOARD:-S-:� PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONC. LAB CY) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W1 6X6 CL /-NOTE: EXTEND W1.4XW1.4 WWF OR It DECO FINISH 4"to 6" "FIBERMESH" I BELOW GRADE ..14 ;2� ;0 2 co , 6 MI L BARRIER 4 (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ck: ON 3"CHAIRS TYP. 14" 1 V-4" STD. 90 HOOK (SEE DETAIL) U.N.O. TYPICAL WALL SECTION rA SCALE: 3/4"= V-0" tc-R, �3 00 2x #2 SPF STUDS @16- O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE---�, (2) #5 CONT. ON 3" CHAIRS (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. -.5 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-13". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;i APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24- O/C ai @ 6" MAX FROM END OF 2 x PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH . A . _. . b" . �' 8" TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT ( GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" FOR ADDITIONAL SLAB '\,,S3 INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. S S 16" O.C. 2x STUD LOADBEARINGOR EXTERIOR WALL 8"C M , U 1 1fx P*.T. STUD SEE CC/S3 OR #5 VERT IN FILLED CELL C14 'OR GIS3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT DN (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8"x6"EPDXY BOLTOR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 1 Od NAILS C14 P.T. PLATE TYP. �2!x ASSUMED FINISHED GRADE MONO OR STEMWALL--�, FOOTING MONO SHOWN FOR CLARITY 00 ;> t> -::: FlEt NOTE: t> t> "FOR BEARING WALL W/ UPLIFT ONLY =_1 I F=w r=,-,L1 rj =1-1-tu�l �11 wr,�,;w [�� ''Ll rDFRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 31/2" WWF OR FIBERMESH n.) 4"--, 1 A. . A It . . If 00 r :�l . ... ... ... . SCALE: 3/4"=1'-0" S3 �t GRADE (1) #5 REBAR W/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEPAND16"BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" 13" PAVERS� O.H.D. RECESS 0 H D. RECESS 12 1 L -2 E! Cl) 4" 80 4" 2 CL M CL SEE A/S3 OR J/S6 SEE AIS3 OR J/S6 FOR REINF. INFO. MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE -,3" 1 (1 STOR") V-8" (1 STORY W/ DEPRESSED SLAB OPT.) 1'4" (1 STC RY) Vff' (2 STOW) V-81" (2 STC RY) GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1/2" OR 7/16"OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4- O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"*X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH -1 d E C111 Cn t> 6 MIL VAPOR BARRIER 0 .. . : 1 11'.. of -lv'\F- b;d- -4� T T 5/8"OR 1/2" HIGH STRENGTH S R E N G \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 6;8- 5/8"OR 1/2"HIGH STRENGTH ----Z --6;d \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF Y P T Y P E X (U.N.O.) (OR V GYP. TYPE 'X' @ BLOCKING @ 12- O.C. w/ (2) 12d TOE NAILS I N.O.) (OR %' GYP. TYPE -X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS ,B GARAGE W/A HABITABLE ROOM I T B L E R 0 0 E EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) 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 SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12) 10d NAILS 1. 2 x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ It x S.P.F. (OR EQUAL) STUDS @ 16!'O.C. )D OR 7/1 6" O.S.B. 1/2" CDX PLYWOOD OR 7/16" O.S.8 (12) 1 Od NAILS U.N.O. SHEATHING REQ'D. FOR ALL D. FOR ALL ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. � 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 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"xl 2" TITEN H D @ 24" @ 3rd PTS FOR WALL HGT. > V-13". SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10'WEDGE ANCHOR 4- O.C. @ BOUNDARIES, 6- O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24' O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8"MORTAR BETWEEN EDGES, AND @ 12"O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY' SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND 01 ELEV. -01, AK "Ir (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8 x1 O'WEDGE ANCHOR @ 24" 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 REINFORCEMENT AND WILL NOT INCLUDE THE WALL 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 A.F.F. O.C.) 21 JWWF OR FIBERMESH ATTACHMENTS 211 \ / WWF OR F1 BERMESH "SHEAR WALL" rgmm I I " M dt 1IL:4 1 1 11105 11 All IR "ME I I fil 1:1 -�! ll=:l I 11=11U 111, 11 ail ill= I 1=11=11iR A SCALE: /4"=1'-0" SCALE: 3/4"=V-0"' '0 \*9 2x STUDS @ 16" O/C Is 0\,�N,�6os N%) INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20' MIN. LAP [24' MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR - 7% PER MFR INSTRUCTIONS `��#3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE 60 2 25" MIN. LAP [30" MI N. LAP] (GRADE 60 MIN. Fy- 60ksil I ;? I � � � I I I I 7-1i� X!i� g lkt:!�: #5 REINFORCING BAR R 17/8" #5 LAP SPLIr.F SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2 lo 1/2" FROM SLAB 01-010 0 CONT. BEAD SEALA� �:M3 - < INTERIOR 4. 4 -3 1/2" E !4 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12- O.C. PLATE TO CONCRETE STAGGERED, FROM BOTTOM (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S E ILI 6 MIL VAPOR BARRIER 4" 14" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" E S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE -1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E!4 6 x 6 W1.4 x WIA WWF OR FIBERMESH If A K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE I w A w w U) CAI (2) #5 CONT. ON 3" CHAI S V-4- 81' (TYP-) REBAR DETAILS F SCALE: N.T.S. SEE PLAN FRAME -DOWN FALSE BEAM W/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO a4 P.T. FLUE 7116" O.S.B. COLUMN LOCATION 2X4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING 0 SCHEDULE § 6x6 P.T. #2 SYP _j Uj L.L.1 LU ABU66 0 SECURE 2 4 P T BTM PLATE X . . . SEE DETAIL 16/D1 FOR W/ 1/4"x3"TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2)#5VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR,jk COMMUNITY SPECS tj A a jZPA 1 0 1/2"(min.)- 4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) s 6 x 6 W1.4 x W1.4 E WWF OR FIBERMESH A k, k I I I i �- I �#�w 8- TYPICAL INTERIOR BEARING WALL W/ UPLIFT KG� SCALE: 3/4"=V-0" .1 .4 M- mirrIC00 IT^M VARIES 0' 121 %At-t A IA14 A OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0 S.G.D. SCALE: 3/4"=1'-0" S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD E CONT. FOOTING STEEL-\ NFORCING. MAT REI It 9 co GRADE 4 4 U.1 FjI=Fjj- A 4 _j LU - a- Gic 0 LU (n w z LU 0 LL 14 4 CO I E: ---I I �Ei I F1 I 5fN"L FOOTING IIE I M I IEI I E -_.ti =-I I I=_1 I 1=1 BEYOND PAD REINFORCEMENTj 1-11 1-7 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE OLUMN FTG. DETA PATIO C' IL rN SCALE: N.T.S. 0 tV M .2: Ck- - 2! V) (D (v C_/. 4--J LU C) LU M ro -, LU CD < col, Al I all I a 3h 00 0 C4 6 z U) 041 115 _1 I U_ 10 E; 903 1 111411 Icon z &L LU 0 W.FDSF!Nrj' e6if q :E�_- Cr ku < 0 x z ,e C.,\ -, 0L, 1:,�, * %. F I � " ........ OFESS10 01 To the best of the Englneees knowiedge, informabon and belief, the structural plans and speacations contained within these drawings comply vWth the 2017 Florida Building Code - Residential Sth Edittion. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Enginser's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z 0< a: AU0 Ljj Ll� _j i� < z C ai T__4 C�5 13 -0 0 r__ < 0 LL IN Z z LLj _j Ln I --q I Lij Z x z 0 ko Z LU rn SCALE AS NOTED DATE 10/2/2018 TECH: MIAMES VERSION NO 4v0 SHEE7 NO. S3 .0. Z, (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ M I D FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2"MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR 'v I�TE LLI WALL FACE OF BLOCK LWALL IS 2 1/4" HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR j 2x BLOCKING @ EACH END W/ 10d @ 4" 4"O.C. FROM EACH HEADER FACE T( BLOCKING 0 "1111 (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" V I I A ARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. �4 12 SEE TYPICAL WALL SECTION SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. 41 __1 SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSSABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D _2x BLOCKING @ MID POINT EVERY OTHER I STUD W/ (3) 10 d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING ---" FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX ,61 W/ 8" EMBEDMENT 9; 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. 1 AND FILLED SOLID W/GROUT T3 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) 'L—ROCIF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. CD Ln LO cr) co 1,2 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL E K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE 07 GARAGE FLOOR SLAB _% LZ TROWEL FINISH SEE E2 GENERALNOTES ZO SLOPE FORWARD-- 21 FOR DRAINAGE 00 C-4 SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. __ (L' TO DRAIN EXTERIOR WALL WALL CLEAN -OUT A SCALE: N.T.S. 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW MASONRYLAYOUT rD%� � �4 SCALE: N.T.S. �' �4 75/8' 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT_ BLOCK W1 (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 = =_� Awmnalw_� M Sol 9 11 00 11 ro =.Jill Iwo low I NOTES:. FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL— % _j UJI 8 FORM CREATES CONCRETE RECESS TO 2X4 (NOM. RECEIVE GARAGE DOOR AND TO ALLOW 2x4 (NOM.7) 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 1 71 GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 'POURED CONCRETE BASE FOR BOTTOM OF MOL_�� TO BE 2"ABOVE FINISHED INTING B) BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 4��14AI40401kll 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. 2 x 6 P. J-BOLT TRACK BRACKET rop iARAGE 'OOR �WWIA I lAr% F% 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. ��S�4 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 (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"xl 0" OR GREATER HEADER ':t "Luu" "LAN JREQUIRED CONNE (2) 2x HEADER SEE PLAN o INTERIOR HEADER: � �4 \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER a 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) 1 Od x 11/2" EACH SIDE '-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. '\_, �4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24' O.C. TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS 4 14 LINTEL 12 (TYP.) SEE ELEV. SI%SON SP2 w/ (12) 1 Od NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIR E D BOUNDARIES 6"O/C EDGES & 8" BLOCKING BLOCKING O/C FIELD 2X4 PT STUDS @ 16' O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 wl (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOFTRUSS UPLIFT CONNECTOR 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. '0 (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL----- W/ STD. 900 HOOK IN K.O. BLOCK At— 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 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF f SPLIC (9"4 E STAGGERED 10d @ 8' O/C ATTACH ALL EXTERIOR STUDS W/ 141 6d TOENAILS TO Y61P PLATE NOTE: 3C BOTTOM SPLIC) PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. ��S4� F= 2240 LBS SIMPSON SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON spi SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END Uj C/) 2x TO �r P PLATE -1 6d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM 2 CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/O" j SCALE: N.T.S. \,,,, �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 0 :o a HTT4w/(18) 10d NAILS (3610#SPF) 0 a y— a HTT5 w/ (26) 1 Od NAILS (4670# SPF) a DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF) a HDU2-SDS2.5 wl (6) 1/4" x 2 1/2" SDS (2215# SPF) 0 0 a HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (3285# SPF) a HDU5-SDS2.5 wl (14) 1/4" x 2 1/2" SDS (4065# SPF) HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (5665# SPF) HDU1 1-SDS2.5 W/ (30) 1/4" x 2 1/2" SDS (6865# SPF) a 5/8"DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT -J, 0 a FOR DTT2Z USE 1/2"DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT a FOR HDU8 USE 7/8"DIA. x 12" EPDXIED A.T.R. MIN. 8"EMBEDMENT w/ WASHER & NUT 9 FOR HDU1 1 USE 1" DIA. x 12" EPDXIED A.T,R. MIN, 8" EMBEDMENT W/ WASHER & NUT HTT HDU TENSION TIE rN SCALE: NTS SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOFTRUSS ABOVE f- 2X BLOCKING I I - 2X8 P T BOTTOM P�TE \-5/8"X10" "J" BOLT @ 24' O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 SIMPSON ITSP4 _J. P. .1 ' Yr (D NAILED INTO TRANSOM FRAMING SIMPSON spi SIMPSON SP4 SON Ir SIMP SP4 4 2X8 P.T. BOTTOM I PLATE T, J' BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) - (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) 1� #5 CONT. & FILLED 5/8"X10"J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS@ 4 10d NAILS @ 6' O.C. STAGGERED A /-- D TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES r— WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES SHEATHING 0 & 8" O/C FIELD �zo SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2X6 WALL, USE :—PLYWOOD SP8 FOR 2x8 WALL) I SHEATHING a SIMPSON SP2 w/ (12) 10d NAILS MASONRY— o a SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM o PLATE) 5/8" DIA, ATR EPDXIED ALTERNATE: MIN. 6" INTO BOND BEAM @ 24' O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. (D v 01 < :7- V) 0 a) U'.) 4--J LU U 0 U-i c0). C14 U_ < U, a A I c J�W 3 M lama; 00 z CA z en x 111' 44 LU LL, C 1U_ z 3-46 WLz 4n M CP t *111, ow N DSANQrQM ""�AS E (j 11\ I R.) < < CIZ CW. :::, 0 rb zz 10 '0' r )FESS\ 0 4" To the best of the Engineers knovAedge, Information and ballet, the structural plans and spectlicabons contained vvithin these dravvings omply with the 2017 Florida Building Code - Residenti 18th Edition. Engineers signature and seal Is only for the structure[ engineering portions of the dravving pages bearing Engineers signature and seal. LEIMIMAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 UJ z< 6 o: tj z 0 > iR z 0 '13 :n! uj U T RE _j Q0 Ljj C1 ui ck� 11`�-% z z UJI T-4 Lr) Lij 11 6 ff UJI < Inn z z Cal 0 ko ic� L.Lj rn [CA SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION N 0' 4s0 SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAI L W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 wl (6) 10d x NAILING SCHEDULE FOR 2"x4" 1 Od x 112" AT EA. SHEATHING DETAIL 2"x4"OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 112" AT EA. SEE STRUCTURAL NOTES OUTLOOKER -1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) " OUTLOOKER SP6 FOR 2 6 WALL USE " I 1 TOPCHORD @ 24 O.C. 7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING F OR FIRST FOUR ROWSOF 45* 1 TOP CORD BLOCKING 45*:t 2,' 2X4 CONTT" BRACE TOP CORD BLOC . K I ING TRUSSES @ NBRACE 1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2) 1 Od 3' FOR FIRST FOUR ROWS EDGES OF 2x4 CRO SBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT 'ILI' BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2"L" BRACE TO 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90 % OF WEB @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) _j 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SILL 1/2" CDX PLYWOOD OR EACHJOINTW/(2) 10d SIMPSON H2.5A w/ (10) 8d ----FROM LEDGER TO 7/16"OSB SHEATHING &(2)10dTOE NAILS@ DV BLOCKING ATTACHED W/ 1 Od EA.END -\- NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS /11 AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" -9 v I THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED - DQ 1 Iff "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD L wl 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING 0 2x4 ON T6P OF PANEL BLOCI(1' WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4" O/C S' ED P A C_ INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEPSCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 wl (8) 10dxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od 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" EMBEDMENT IN KO BLOCK ri GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4'x2 1/4" SCALE: N.T.S. � �5 SCALE: N.T.S. �5 TITEN ON OUTSIDE SIMPSON H 1 OA w/ (18) BACKNAIL W/ (2) 16d NAILS x , SP8 FOR 2x8 WALL) 711 10d x 1 12 AT EA. SEE STRUCTURAL NOTES OUTLO&ER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN9 DETAIL F@ 24' O/C 2x4 OUTLOOKER @ 24" -1-0.. TOPCORD ___' 24' MAX. . (OPTIONAL - SEE A 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 'ILI' BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ,,,-1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF AIL ATTACHED w/ 1 Od NAILS W/ 1 Old NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6' O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48"A \\-2x BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M A- -\: 2x4'7" ON TOP OF PANEL 1 Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPS6N HGA1 OKT w/ (4) 1/4"xl 1/2" ) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 1 Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) r4 SECTION SECTION SCALE: N.T.S. SCALE: N.T.S. � �5 -REFER TO DETAIL J 1 Od x 112" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR SEE STRUCTURAL--,,,, OUTLOOKER F@ 24" OIC X-BRACING, AND TOP NOTES AND NAILING N171 TOPCORD CHORD BLOCKING SCHEDULE FOR BLOCKING FOR INFORMATION 90 to SHEATHING DETAIL FIRST FOUR ROWS M OF TRUSSES @ 1112 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOODTRUSSES 00 CIO H APPROX. 8 FROM SHEATHING TYP. RIDGEFASTENEDAT 1" BRACE TO EXTEND - 2X4 RAT RUN BRACING L_ 1 ]12' EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING --- 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. It ES AND 12" O.C. FIELD O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS EA END NOTES: BOTTOM ATTACHED SEE PLAN FOR . - - - ------------- ----- 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4'7" ON TOP OF PANEL—/ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1063" @ 4" O/C (2) 12d TOENAILS 01 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 9 EXT. WALL CONN. @ 6: COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION r9 ADDITIONAL INFORMATION. LO LO SIMPSON HGAMfl W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (1 1/4"x2 3/4" TITEN TO CMU E5 MINIMUM 2x CROSS BRACING (SEE PLAN FOR LOCATIONS) k� (2) 16d PER Jun I CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_""� SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2) 10d PER JOINT 1 Odx3" O/C @__/ 2"xi�-- TOENAIL_j 6"O/C RUNN W/ (2) 16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS 1" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. �5 S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \-MINIMLIM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 'L" BRACE W1 10d @ 4' OIC (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING wt (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) I v z M v \-BRACING w/ (3) 10d x3"AT EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4 \MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4 'x2 3/4' \-BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING-"", —2x4'7"BLOCKING @ 48" O.C. 16d NAIL "L" BRACE A IED LS TTACHE 4j- 1 Od NAI . TYP @ O.0 ICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAI SCALE: N.T.S. S5 2x4 BLOCKING @ 2x4'T'BLOCKING 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C ,-GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE@ AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. M� FOrl ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. 5" NON LOAD BEARING LOC ATR (UNEVEN CLG SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 'ILI' BRACE 74" (U.N.O.) 1" BRACE 2411 0-0" - T-O" T-10" - 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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4'xl 1/2' SDS SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS TO PLATES (TYP.) /--GABLE TRUSS _WN 1. 0MANINU GABLE END BRACING DETAIL SCALE: 3/4"=V-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-10" MAX. lJlj 0 CORNERJACK 0 z 0 HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a: 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) 1 Od 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 < __j U) 27 Ln (D 0 4--J c) 0 U_j Lh F-- ce) 120 01- 1 CINI 0 0c, M co - co < 0) & C; Al I BID. 00 z Im I a! '-_ .5 C� JU LU U Z 0 z T " LLI WN 0 v 04 PIC < 6, F '�OFESS\o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LE N NAR 4600 W Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �3 UJ gli > iR X: z gz C: 0 LU U 01 < dl8i � I R� V, �;t UJ < Z z LU V-4 Ln z z Z Ln 0 rn 06 v__q :5 0- LU tn a SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION No. 4oO SHEET NO. S5 zz kR to .0 co M 3F_ C> E E 0 L= CL 00 1X4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1X4 1/2"DRYWALL MAX. UNACCEPTABLE INSTALLTION 8" TO SHT. SDW2-K1 FP.T. F TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1 Dd @ 6" O.C. FOR CONN. DETAILS )tx\_1F FOR CONN. DETAILS X 4 EF 1 X 4 4% #5 REBAR (TYP,) 0#0 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO X 4 t, 3-1/4" LONG X 3/16"0 FURRING /16"0 X 3" LONG 3 FURRING 3/16-0 X 3-1/2" LONG TAPCONS FURRING #5REBAR *411% 40# AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERIED STAGGERED @ 16" 2X8 (TYP,) 4%# #** BLOCK@ SPACING 1" DETAIL jr O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1 Y,2 1X8 4 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL STD. 90A 4,,# 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB TAPCON @1 TAPCON @ 16" 1X4 P.T.— METAL SEAT PLATE O.C. & 4" FROM 0 C - & 4" FRI 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL IA 1X4 NOTE: E H END DOOR JAMB (REFER EACH END W/ MIN. K FOR DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR LAP SHEATHING TO 2" EDGE DIST. ED GED 2 it IS_ TO SHT. SDW2-K1 TO SHT, SDW2-K1 CONN. DETAIL BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS C 10d @ 12" O.C. 1 X 4 44 _j FURRING '.0 X 2X8 P.T. WITH 3/1613 X 3" 4S L LONG TAPCONS _±_2"L No FIRST COURSE TN;c SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2 'SDSSCREWS L 2x P.T. AS REQ'D 2X8 P.T. 2X8 STAGGERED @ 16" O.C. NOTCH WEB 441% INTO BAND JOIST & (4) 114"A2 3/4' 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL ±5A AT THE FIRST 2 COURSES TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSIII"'it" �cc LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION //"�H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. 1\ �S SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK no SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP U W/ 1/4"x 3 1/4"TAPCON (11/4" MIN. = 1610 # FOR 2 STRAPS FILL 1St 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. Z-0. 8- 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 3 1/4" TAPCONS —SIMPSON HM9KTw/(4)1/4"xl 1/2"SDS 1/2"DRYWALL SCREWS& (5)1/4"x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4' TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO INTO -,LEAVE A CUTOUT IN O.S.B. ONTHE BRACE(S) 2 x 8 BRACE/ BLKG. BLKG 7 INSIDE TO ALLOW FOR INSULATION 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR TO BE INSTALLED & _--2 BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR POLY CELL IN THIS AREA SCRIBE (NOTCH) C LL S x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. 1 n mail ".q , ImTn BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W1 (3) 1 Od NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W1 8d NAILS BRACE/ BLKG. \-PROVIDE N.T.S. INSTALL WDW. SCREW ANCHOR--/ 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4"TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 314"- NO REPAIR REaD. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2) 10d NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ 01/, Ic TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16"O.C. + 11-0 11 5141 SCALE: N.T.S. �S 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY EE; + + TRUSS COMPANY OR PLANI� 2x6 #2 SYP @ 24- O.C. + + + INISH FL O"R, 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS A WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED b C=9F2=z= 10 EMBEDMENT /4"MAX 2-4- 8- PER NAILING SCHEDULE LL TO SUPPORT TRUSS + SOFFIT , '----#5 BAR *I-, BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON + + + $oil j> CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP &a IN TOP 9 8d NAILS EACH TRUSS ------------ Fz;=.=p 0 KNOCKOUT/ N CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE BTYR4,, PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR MONO FOOTING x (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4- JACK TRUSS PROVIDED BY—/ SEE LINTEL SCHED. AND SECTION DETAILS i LEAVE A CUT OUT IN O.S.B. ON T OSB ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL I��UTION 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24- O.C. bENTER SOFTIT DIRT TO BE INSTALLED 011 Ole BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL NRD 9 ffTANDI SCRIBE (NOTCH) BACKSID 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION H K 96 00 #5 BAR IN TO FIT ARCH CONNECT N START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD FOR OVER HANG FILLED CELL, 8d NAILS "-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4'MAX. RAD. SCREWS @ 16- O.C. MAX. OR IF MASONRY (MAX. 4'-0') P j 14, V L, BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL INSTALL WDW, SCRE I WALL USE (2) 1/4" X 3 1/2' TAPCONS AT 16- --v vie. THRU OSB INTO 2 x 8 �� ANCHOR INTO ARCH BLKG. O.C. Sk N"1— PER INSTALLATION DETAILS 13-13 ARCH DETAIL rK SECTION @ ENTRY rL SECTION @ ROOF EXTENSION rM STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. �S SCALE: 3/4" V-0" �S SCALE: 3/4" = V-0" \.1 �S MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" 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 'IS" 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) 1 Od x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 211) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W W M AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. /4' 1/4" EXPANSION BOLT (2 1 (1) #5 BARS CONT. WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD #5x6'EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER It oil 6- EPDXY MIN. 6" EMBEDMENT & 0 (n SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER I --F.F. 3"MIN. EDGE DISTANCE < FILL CELL FULL HEIGHT W/ 2 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 9 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL Uj _j REINFORCING AS FOLLOWS: 0 — U) PLACE LOWER HALF OF MORTAR IN BED JOINT. DONOTFURROW. SEALANT ko- U_ a. PRESS PANEL REINFORCING INTO PLACE. #5x6'EMBEDDED INTO 6" MIN. LAP SPLICE W/ EXISTING FOOTING CONIC, (2) #5x6' IN COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL FILLED CELL SMOOTH. DO NO FURROW. C14 DRILL 34'4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN, LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N CN REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C14 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT __0 SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL M Iq \\,--(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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 701, AL EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4"= V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. E3 0 0 LU Lu C21. U C-_ I U_ 00 -00 I Jz Fz- < §t Al I ulu. C. U) A i P OL: LU in N 0 w ICE z C, U) LL Wi LU 0 0 NO' N N 1 _-j ki --j CS z- F 011t� x 41,�, OFESS\ N\' liiio 'P/1111111101 To the best of the Engineers knotilledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6b) Edition. Engineer's signature and seal 13 only for Enginser's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 1 8 zw < iu z %%-.00 'Itit C/) tjo Uj 5 < z Ili- U.j Lr) 1�21 T-1 I 2: < < z ON cri co v- t-0 06 z Z <11 Uj 9 0 r") T-1 I (L V) 25 SCALE AS NOTED DATE 10/2/2018 TECH: IVIJAMES VERSION No' 4mO SHEET NO. SS Cr T5 Zz LO co �v I I I 1� vv"w CROSS BRACING DETAIL (TYP.)r SCALE:NTS ROOF SEE SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A E NI SHI G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS N USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r-2 SCALE:NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP@ TRUSS13 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) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH 10:97.14-110T, BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE:NTS k TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE MAY BE NAILED 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ M IN. (4) 12d WHEN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC41 0 w/ (14) ISEE PLAN L. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 4 8" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) 1 FOR CANT.1 INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLOCKING NAILED @ 1 Od TOP & BOTTOM SPLIT TO TIE — 1 Od INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) A. (10) 8d NAILS INFO S: SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 1 Od x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR T7/1 OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED I COLUMN SIZE& BASE OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. /—COLLAR T I E FOR COLUMN SIZE ��7/16" INDICATED ON BM. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd & ADDITIONAL INFO. OSB FLITCH PLATE SEE FLOOR PLAN FOJR SCHEDULE/PLAN LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN 'IZE & BASE COLUMN S SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" 2x4 2 INDICATED ON BM. CONNECTION INFO _ OPTION A OPTION B OPTION C O.C. MAXIMUM. SPF (2) #7 x 3-1/2" SCHEDULE/PLAN 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH NAILS AT EACH TRUSS INTERSECTION. TRUSS OR SIMPSON COMMON BM. TO POST ATTACHMENT KA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT B AT 48" O.C, SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB-z;--_ B-\ FOR BEAM SIZE & SCALE: 3/40#=11-011 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) �� CENTER OF POST PRE-ENG. TRUSS A A 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS I ------- CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN TOP OF FOR AM lil�j 07W MAX & EACH END ALTERNATE DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE Ai'� VARIES W/ \IV ROOF SLOPE �-2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR //�ROOF SYSTEM SHEARTRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL AT 81-0" MAX WOOD TRUSS 2X8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 1 Od COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2x4 #2 SPF BRACING @ 16" O.C. W1 (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN M IN. (2) 2X4 FOR CONNECTION SPFTOP INFORMATION. PLATE 4VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO mk SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3- FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION@ ENTRY SCALE:NTS SIMPSON MTS18 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) C). 0 SEE PLAN FOR CANTILEVER IF INDICATED SIMPSON MTS18 W/ (14) 1 Od NAILS TYP. U.N.O. CORNER SEE FOUNDATION PLAN FOR MORE INFO 511 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) 1 Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. SEE PLAN FOR 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2 2 SCALE: NTS 1111'j SEE VS5 FOR ADDITIONAL OUTLOOKER INFO. GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. 4d MASONRY WALL BELOW: SIMPSON HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM BEAM BELOW: SIMPSON HTS20 w/ TO GABLE TRUSS SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ---SEE DETAIL 401 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. _a ILI a I [A[ In 13 n a ri --------BUILDER FRAME -4RADIUS - AS REQUIRED KNEEWALL Qu") ENTRY FRONT WA 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 ;7--PER NAILING SCHEDULE w/ (3) 1 Od SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY '7 w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. A �z SIMPSON LUS26 W/ (8) 1 Od NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 W/ (8) 16d NAILS TO EF FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X1 0 #2 SYP CONT. LEDGER W/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE:NTS LOW ROOF/WAL ---<' SHEATHING ATLTLACHED\ PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE & SIMPSON SP2 W/ (12) 1 Od 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) 1 Od x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--,/ FLOOR G.T. I - -_ RAISED B0170M CHORD Z�(2) 2X6 BLOCK NG UNDER SEE PLAN 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUTr3q SCALE: NTS DETAILS & SECTIONS (D v :z 2 ;z 27193 < U) 4--J U, M M U — U-1 01- ICU ro I 0" .28 U. 8 <C ur) 9 A 1 N C-5-D-C 747 v I z LU :' . 0 < K inz 0 9' 0 .4 U) z * LU -It 0 IV OWN C j __j -z: 0 C? F11-0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, L E IM NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 336017 www.LennarTampa.com 9 d U0 ew""s U) �4 z z tn -0 LU 0 Chd ui U C/) _j ;�-c P -96 ffi 0 1 :;I; r4 LU 0 1�� cj� N z z Uj Ln Lij u_ 10!i u. 8 Lij 2: < u-, 8 < z z t- z co 0 %0 06 Z U Uj z T_q CL (n E SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION NO 4mO SHEET NO. D1 9! _11" 00 W Ln LO E 311 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISITIVE BARRIER TAPE 3 C2 EXTERIOR SHEATHING -ADHERED FLASHIN SELF BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE ID BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1 . Cut, fold up & temporarily secure weather resistive arr er a ove ea er to a ow or ash ng THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING E AM I WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBIFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETUR UP JAMB 6". USE LIQUID NAIL BRA� D OR EQUAL WEATHERPROOF CAULKING� SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM Sol IOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING WINDOW UNIT SLOPE 0.3 in: 12.0 in (0. 6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING 0 P-M. "W1 RUBBERIZED ASPHALT RUBBERIZED ADHESIVE ASPHALT ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING. $CORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING OUTSIDE CORNER FOUNDATION WEEP SCREED DECK JOIST U, IT M1616 0 I Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.1 5 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 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 ot he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more ofthe 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 FMAIAAMA 100, FMA/AAMA 200, or FMANVDMA 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 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926, SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as(Din each detail that corresponds to the numbered items in the list of instructions below: 1 . Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angie of corner may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 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 0P_. Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE NEW I two e 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTIVIC 1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all 0 C') CD CD 9 < V) (D 0 a) U-) 4--d Lij (D 0 V) E (Z LU _ 1 - . g, CNI 0 (n LLD M cc (n M 3 2 U_ CD < "0%1 Ci A I :2 e 2 Y _1 LU U_ LU Z 0 -21 4) Z OCR Pt I Ila in WWW,FDSENG,COM U U C:) To the best of the Engineer's knowledge, information and belief, the structural plans and specificaWns 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 uJ 0 Z Z �2: 9 Lu 490 U 0 all CJ) I § 2� 60 �v > Lu cl� Z D LL 0 0 g 9 - I UJ -Ro P Id P < r-4 ui < Jo, Z Z UJI N T-4 U1) LU X 0�j pfl!= 1-4 1 Lij 2: < 2: < Z ZO F �! � r- I,_ cn cn Z Z U t- 0 00 UJ rn T-q SCALE AS NOTED DATE 10/2/2018 TECH: IVIJAMES VERSION NO' 4n0 SHEET NO. WP M March 20, 2018 Re: Wood Construction Connector Compliance for 2015 Intemational Codes & MI 7 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Esfeb#shing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1781 Test Moffiod for Mectianical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate ofthree tests (or average of 8) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D71 47 are requirements to measure properties at the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. )CC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria thr Joist Hangers and Sirri/ar Devices in October 2016 to incorporate a nwilhodology to evaluate products to the 2015 1 -Codes, Simpson Strong -Tie is worldrig on re-evalusting wood construction conneftr loads to the now Standard to update our product evaluation reports to the 2015 I -Codes. As som 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 agencift to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The Information in this letter is valid until 6130/2018 Men it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronatio.com for additional pertinent Information. If you have questions or read further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Deparitnent at 8M.999.%N, Sincerely, SIMPSON STRONG -TIE COMPANY INC. AP4 Keith Cullum, P.E., LEED AP dviBDAI Engineer. Southeast U.S, Branch P"el ofl 222IComtryLane Mal(imoy,D(75089 Phons:072.640320 Fox972.542.4139 Cn -00 2 2 Cl) 0_6 CU -6-0 a) 0)0 ea Cl) -t- CU -cu 0 "D c 2 -2 15 0 5_ a 0 :1: 0 LL , = ,- CU C) > E 0 Cn (2) M L_ .102 0_ !E 0) CU b- 20 Cn < A3 FL17244.1 MM1111110 1M ESR-3456 111103 It A23 1 FL10446.2 MCM ESR-2W8 HD210-2 FL17232.3 ESR-3445 HU210.2 FL108M.4 ESR-2549 H D212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU218 FL10856.5 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10858.1 ESR-2W MD28 FL1 7232.2 ESR-3445 HU26 FL10858.3 ESR-2549 A required by Florida Statute 653.842 and Florida Administrative Code 913-72. please provide the information and approval numbers on the building components listed below 4 theywill be utilized on the colruction project for which you are applying for a building permit. We rowmmend you contact your local product supplier should you not know the product approval number for any of the applicable listed products, HD28.2 FL17232.3 ESR-3445 HU28.2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 H - U412 FL10858.9 ESR�2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures HD810 FL17232.4 ESR-3445 HU610 FL10858.10 ESR-2549 1. EXTERIOR DOORS HD0410 FL17241.7 ESR-3444 HUC0410 FLI 1468.11 SIM200804 HGA10 FL17899A Evaluation Report HGA10KT FL11470.4 SIM200003 A. SWINGING ThemusTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +67,01-67.0 pat Z W ThermaTru Firber-Classic and Smooth-Ster (NON -IMPACT) FL20461.8 +87.01-67.0 pat HGAM10 FL17699.1 Evaluation Report HGAM10KT FL1 1470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermaT Firber-Classic and Smoo"ter (NON -IMPACT) FL20481.9 +67.0/-67.0 pat HTA16 FL170W.4 Evaluation Report HETA16 FL11473.6 SIM200802 ThermaTru Firber-Classle and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-87.0 pat HTA20-18 FL176W.4 Evaluation Report HETA20 FL111473+5 SIM200002 ThermaTru Classic -Craft and Benchmark FL16225.1 +67.0/-87.0 pat HTT16 FL17324.2 Evaluation Report HTTie FL1 1496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 pat HTT45 FL117324.2 Evaluation Report HTT22 FLI 1496.1 ES-0130 ThermaTru FlberClasgic, Smoothstar, ClassicGraft, Rustic FL7840.1 +67.0/-87,0 pat HTW18 FL17244.8 ESR-3455 HTS16 FL10458.22 ESR-2613 HTVV20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B. SLIDING MI Wndows and Doors Series,120 FL16332.1 - FL15332.5 +40.0/-40.0 pat HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2e13 PGT Series 5570 FL25 1. 10 HTVV30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residenbal WndCode Doors WS (8X7) FLIS279.37 +30.0/4ZO pot HTWM16 FL6223.2 Evaluation Report HTSM18 FL1 1473.11 SIM200802 Clopay, Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.01-30.0 pat HTWM20 FL6223.2 Evaluation Report HTSM20 FL1 1473.11 - SIM200802 Clopay Building Products Residential WndCodo Doors WO (OX7) FL15279.85 +38,01-42.0 psf HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential WndCode Doors \A18 (16X7) FL15279.102 +37.0/-41,0 pat HUGT3 FU5223.3 Evaluation Report HGT3 I'l-111458+19 ESR-2013 D. METAL LOUVERED DRS Curries Division of AADG, Inc W7.707,727,747,and 847 Single & Pairs of Doors FLli537.1 NIA (see inst sht) HUS210-2 FL17232.6 ESR-3445 HUS210-2 FLIOBS&R4 ESR-2549 HUS212-2 FL17232.e ESR-3445 HUS212-2 FL10858.11 ESR-2549 2. WINDOWS HUS28 FL17232,e ESR-3445 HUS26 FL10856.11 ESR-2549 A. SINGLE HUNG MI Wndows and Doors Series 185 FL17499.2 +60.0/-65.0 pat HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 PGT Series 5500 FL239.7 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10866.11 EBR-2549 B. HORIZONTAL SLIDER MI Wndows and Doors Sorlealse FIL15351,1 +40.0/-60.0 pat JL24 FL17232.7 ESR-3445 LU24 FL10855.103 ESR-2549 C. FIXED MI W I and Doors SerieslS5 FLIS349.1 +40.0/40.0 pat JL26 FL17232.7 ESR-3445 LU26 FL10855.104 ESR-2549 PGT Series 5520 FL243.9 JUS210-2 FL17232.11 ESR-3445 LUS21D-2 FL10555.107 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL16353.2 N/A JUS24 FL17232.10 ESR-3445 LUS24 FL10855.109 ESR-2549 PGT Series MW FL261.1 N/A JUS20 FL17232.11 ESR-3445 LUS26 FL101555.111 ESR-2549 E. OTHER JUS26-2 FL17232.11 ESR-3446 LUS28-2 FL10666.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10855,113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2649 3. PANEL WALL ...... KLEG3 FL17241.15 ESR-3"4 LEG3 FL10067 71 ESR-2615 -A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardisiPlank Lap Siding FL13192.1 - FL13192.2 N/A KST2W FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/.70.0 pat CU CU > 0_ 0- < CD Cn CU M < CU LU < Z Z CL LSTA12 FL17244.18 ESR-3455 LSTA12 FL10$52.4 ESR-2105 C. OTHER LSTAIS FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTAIS FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA24 FL17244.18 ESR-3455 LSTA24 FL10862.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underlsyment FL12328.6 NIA LSTA38 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED LTS19 FL17219.2 ER-0200 LTT19 FLI 1498.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp, Off RkIge Vents FL16918.1 - FL16918.4 N/A LTS208 FL17219.2 ER-0200 LTT20B FL1 1496.3 ER-130 lorida Metal Products, Inc VentRV10 FL21580.3 N/A LTT131 FL17219.2 ER-0200 LTT131 FL1 1496.3 ER-130 Lomanoo. Inc DA4 Exahust Vent FL17202.1 N/A LTW12 FL17244.8 ESR-3455 LTS12 FL104W.29 ESR-2613 E. ROOFING TILES Soral Tile Villa 900 F1.7849.27. FL7849.28 NIA LUGT2 FL17240-2 ESR�3447 LGT2 FL1 1470.7 SIM2DO803 Soral Tile Saxony 900 FL7849.16 - FL784920 NIA MP3 FL17244.22 ESR-3455 LS30 FLID445.15 F-SR-2608 F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032"Aluminum GuIfLok 1&'wide roof panel FL11651,2 R3 NIA MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-26W MP4F FL17244,24 ESR-3465 LTP4 FL10446.19 ESR-26M S. SHUTTERS MP5 FL17244.22 ESR-3455 LS60 FL10448.18 ESR-26M k STORM PANELS Global Protection Products Steel Storm Panels FL1W78.1 - FL15076.2 N/A MPH3516 FL17240,3 EM3447 WM1416 FL10667.88 ESR-2815 All American Shutters & Glass -Galvanized Galvanized Steel Storm Panels FL17889.1 N/A MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3456 MSTA15 FL10862.8 ESR-2106 COMPONENTS MSTA18 F1.17244AS ESR-3455 MSTA18 FL10852.9 ESR-2105 A. MOD CONNECTORS1 USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 MSTA,24 FL10852.9 ESR-2106 ANCHOR$ Simpson Strong -Tie we chart MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 S. TRUSS PLATES ITW Building Components Alpine Truss Pintos FL1999.1 - FL1999.4 N/A MST040 FL17244,28 ESR-3455 MSTC40 FL10852.11 ESR-2105 MlTek Industries, Inc. Truss Plains FL2197.1 - FL2197.5 N/A_ MSTC52 FL17244.26 ESR-3455 MSTC52 1`00852.11 ESR-21135 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Untels FL158,1 N/A MTWIS FL17244.8 ESR-3456 MTS18 FL10455.34 EBR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc, High Strength Concrete Untels FL1774 N/A MTW20 FL17244.8 ESR-3455 MTS20 FL1046e.36 ESR-2813 MUGTIS FL17240.5 ESR-3017 MGT FL11470.9 SIM2008W NFM35X12 FL578.2 Evaluation Report MBHA3.5&11.25 FL139U.6 ESR-2518 NFM35X16U FL678.3 Evaluation Report MOHA3.56/16 FL139N.e ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be available to the inspector on the jobsils; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to complywith, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. PAUW FL17239.13 ESR-3449 GLTV3.518 FL10687.8 ESR-2615 PH02A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3510 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFU$ FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT16 FL17236.3 ESR-3448 H10-2 FL10466.7 ESR-2613 RT18-2 FL17236.2 ESR-3448 H10A FL10458.6 ESR-2613 RT10A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17230.3 ESR-3448 H4 FL10458.14 ESR-2613 RT4 FL17236.3 ESR-3448 HS FL10468.15 ESR-2613 APPLICANT SIGNATURE DATE RT5 FL172W.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10455.12 EBR-2013 RT7A FL17236.3 ESR-3448 H8 FL1 1470.3 SIM200S03 RTSA FL172W.3 ESR-3448 SPI FLlD456.41 ESR-2613 SPT22 1`1.17244�30 ESR-3455 SP2 FL10456.42 ESR-2e13 . ....... . SPT24 FL17244.31 ESR-3455 SP4 FLID456.43 ESR-2013 SPT4 FL17244.32 ESR-3455 SPS FL10458.44 ESR-2613 SPTS FL1 7244.32 ESR-3455 SP8 FL104W.45 ESR-2013 SPT8 FL17244.32 ESR-3455 SPH4 FL10458.46 ESR-2613 SPTH4 FL17244.32 ESR-3465 SPHO FL104W.47 ESR-2613 SPTH8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2649 SUH24 FL17232.13 ESR-3445 HHUS28-2 171.1005.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2649 THD28-2 FL17232.18 ESR-3445 HGUS5.25112 FL11488.11 SIM200804 THD410 FL17232.18 ESR-3445 HGUS414 FL11468.10 SIM200804 TH0412 FL17232.16 ESR-3445 HDQ8.SDS3 FL10441.1 ESR-2330 THD612 FL17232.18 ESR-3445 MSTAM24 FL1 1473.19 SIM200802 THDH414 FL17232,17 ESR-3445 MSTAM36 FLI 1473. 19 SIM20OW2 UGTS3F FL2033.1 Evaluation Report MSTOM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL111473.9 SIM200802 LGT3-SDS2.5 FL114707 SIM2DO803 LGUM2&2 FLI 1473.12 SIM200802 SHEET PA 1,0 NO. 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OutfRib Mn 20 Go GuIfRIb - 1 W328,quolL Plywood 04/12r2024 Yee yes N/A +N/A/ gooLA� ANNINukan AMMEdivia low A59.2PSF ftg Emasu� bm&ulammdAim anouLtabonso in HOE 9*Akno bimm ft� QWft Assurance Accor-fill far Use Approved for Use Reft 24 28 Go GutlRib FAM 26 Ga GuffRIb - lx4 Wood Purlins over 0411=024 Yes yes N/A +NIN W"Whoweaser Ran Board all" Dowd IM" Board 03-3102019 No Yes NA WA PUKW 0-criallon QWbadt Expiration Ode In ffVKZ Outside HVKZ Resistant P-w, 15132&qut: Plywood -164.2PSF 1 2 0.032&quot: Aluminum 5V Cdmp 0.0328quot; Murninum Gulf Los Nin 0 032&cpot: 5 V Crimp Aluminum Roof Panel 04/1212024 - 15/32" Plywood n 0.0324quot Aduminum Gulf Lok 10&quo(; Wide 04/1=024 NO No Yes Yes NIA N/A -NIA/ -108+5PSF -N/A1 25 29 Cc GulfRib 26 29 Ga. GUITIF1115 Mn 29 Ga. Gulfirlb over 1 x4l Wood Purlins over 15/32&quUt; Plywood Mn 29 Ga. GulfiRib ver I SMSquot, Plywood 04/1=024 04112f2G24 No No Yes Yes N/A N/A -NIA1 �1235PSF -NW Roof Psnal ouer 15132&quot: Plywood -116+OPSF �146'(IPSF 3 3qual: 24go- Gulf Snap I" Gulf Snap 24 Go. 178duat: wide ROW Panel 0411=024 Mr 15132&quOt: Plywood Yes Yes NIA -NW-131.DPS 27 20 Ga. OulfRib K%n 20 Go Gulfftlb cruor 40 Wood Purfins a,,er 7/16" 0 8 S. 04/120024 No Yes N/A -N/Af A01 OPSF 4 I" 24g.. V.-L. I&Itul; V-L. 24g. 16.5&quUt; Wide Roof Pallet 04112,2024 over 16/3246QUOC Plywood Yes Yee NJA �N/A/ .1381PSF 28 20 Ga. OulfRib Nat 29 Ga. GuffRib orar 711 S&quot: 0+8.8. 04/12nO24 No Yes N/A -N/A/ -110.OPSF 5 I" V*rsaL=.032&Quot; Aluminum I&WA; Venual-oo min 0324,quot: Aturrilnum 04/12=24 Y. Y" NtA +NIA/ liiaUqu.t: Plywood -01.06F 6 1.54cluot; 24go. Gulf Snip I 54.quot: Gulf Snap 24ga+ 16" Wide Roof 04/12=24 Y. Yes NIA -N/Af Pened aeor 15132" Plywood �il&()PSF AUMftSEUM 7 1.5&quot: 24gs. Versol.0, i.5"Uot; VorsoLoc min 240a ISSquol, wide Roof 04/1212024 Y. Y. NIA -NIA/ P.U-l'-r i5412&quot: Plywood -123.SPSF Code Veralort: 2017 FL 11651 a Uquot; 24g*. Magal-oc Nell 24 Ga. 2&quot� Wool.= 18&quat; wide Roof 04112/2024 No Yes NJA -NIA/ Application Type: ALL Product Marrulachow. ALL 9 24 Gc Gulf Los POS! War 15MUClUot: Plywood Nfin 24 Go. OUR Los I Uquot; Wide War 15132" 04/120024 No Yes N/A -1065PSF -N/M96.7PSF Coregary: Applicall" Status: ALL ALL oboodsoory: ALL Comollareva Method: ALL Plywood Quality Assuraince Bratty Corshract expired: ALL Product Model, Number or spurts: ALL Florlde DSPWWWA of Business & Pro%ssions1 Reguladon 10 24 Ga. Gulf Seem Nin 24 Go. Gulf $earn 18" Wide Roof Panel 0411=024 No Yes N/A -NA/-03 SPSF Product Desorlption: ALL Approved for use In mlita: ALL Building Coda and SWXWde laws "' IX4 Wood PU line - 15132&quot: Plywood Approved for Use outside IIVNZ: ALL I.Pd Resistant: ALL 11 24 Go GUIfSesm NIM 24 Ga. Gulf Seem. I 314liquot; Snap Look. 04112/2024 NO Yoe N/A -NJA/ Dosign arresters: ALL Dot. From: ALL Product Approval Application D"l 12 26 Go, 5V Crimp 18&qu.t: Wide Roof Panel - 102&q�ot; Plywood Mn 20 Go. 5V Crimp Roof Panel �' i5aUqUot: 04/12/2024 Y" Yee NIA A085PSF -N/Al Did. To: ALL 13 26G .5VC rnp Plywood Mn 26 Ga. 5V Crimp ouer ifflUquot: Plywood OV12,2024 No Yes N/A -156,5PSF -NZAJl3I.PSF 1 4 26 Z 5V Cddrnp Alln 26 Ga, 5V Crimp Rod Panel war Ix4 Wood 04/12/2024 No Yes NIA -NIAI Purlins "r 15W$duot: Plywood -156.SPSF 2OLbafta 11 26 Go GU�1' Lok NIn 20 Ga. Gulf Lok I UQuot Wide Red Panel over 04/12f2024 Y" Y" NIA 4N/Al ma Moslem lbodmam 92� AMMWAM� XdMlioM 3lald11111El AI&MO9 MI&AUMM ANNO oft 15412&q�ot; Plywood .101,OPSF FlOwo 2017 Comanse" coacrow prodiefigken. Rdwam THW K HUYNN John Hoy 10114=7 10MUM? 11012600117 12flawly Approved a 26 Go. Gu Lok Mn 20 Ga. Gulf Lok I S" Uride, Roof Panel 04/1212024 No Yes NIA -1,11*63.5PSF C@bPW. $hWANO CW"PC"WO (813) fiso-SIST PE-Willik (3m SIMI 1 16W&q�ol: Plywood subcsbm: Pr*dl hifiroxhased st a Resul of DNCNob"*Phw.=n 17 26 Go GulfPGR Mn 26 Ga. Gull PRR Rod Panel �r 15a2&quot, 0411212024 No Y. N/A -N/At Plywood -1547PSF No- Taofififiossw cow4ftm 11 Evaluation Row Am 4 Fbft Repassed Amhftd or a Ilowassfil FWW emk- RA176mpfaduwm SONKA� ANONUKft ftg PmdmMocbLNwnbwwN� Em&dummmm IN MINE gummLf= Amillial I Closer PfeeM or Crifforstookill CoNfifift Products le wdp COMMON umo 054602024 No Yoe WA NIA C- Cn > 2 2 CU 0 -0 (D (D (D -0 CU -CU CO c 0 2 0�. a .0 LL ICU 0 M co "n (n -0 QD E L- 0 .- -C- cn CU .40 CU -0--o -0 . C= C/) z z W mi C/) CIO C: 0 CIO C/) tf 0 C/) 0 L- < 11ses-11 0 16- C/) CC M LLJ z z SHEET NO. PA 1.3. I we U A r