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HomeMy WebLinkAbout39684 Dawson Chase 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 MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SIN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3M MONO DETAILS S4 DETAILS ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill S5 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed SS RETROFIT DETAILS AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator D1 SECTIONS &DETAILS BC Base Cabinet FT or Ft. Foot/Feet REINF Reinforcing WP WATERPROOFING DETAILS BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RIM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round — PA1.1 PRODUCT APPROVAL NUMBERS BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf — BOT or Bot. Bottom GT or G.T. Girder Truss SO or SD. Smoke Detector — pA1,3 PRODUCT APPROVAL NUMBERS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower — — — — — — 7 CIR or Cir. CJ Circle Control Joint HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights or r C CLG or Clg. Ceiling HS HorizontalaSurfSPECS HS Hard Surface (flooring) . SPECS. SPF or S.P.F. Specifications Spruce Pine Fir ❑ CMU COFF or ol. COL or Col. Concrete Masonry Unit Coffered or Tray Ceiling Column ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior SQ FT or SF or S.F. ST or Sq. SO Square Foot (feet) Square Storage 0 FE 0 COMM or Comm. COMP or Comp. Community Compressor KS or K.S.KlWall Knee Sp KS or K.. Knee Space SW o S.W. SYP or S.Y.P. Shear Wall Southern Yellow Pine ■ ■ ❑ ❑ ❑ ❑ CONN or CONN. Connection LAUN or Lauri. Laundry TB Towel Bar CCont. CTT or or C.. T. Continuous Ceramic Tile LL Lavatory LF o or L.F.LLinear Ft. TEMP or Temp. THIKN or Thik'n. Tempered Thicken ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window 3 DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL . Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) = DTL Detail MIN or MICRO or Micro. Microwave VB Vanity Base M M OV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical CN DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With t2 ELEV or Elev. Elevation FED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR orWDW. HDR. Window Header m EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet '? FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) r+" FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) x N REVISIONS 0 J �' to 08-20-15 1.0 1.00EW B BOX PLAN orn 12-8-15 2.0 FRAME -WALK REVISIONS v 12-27-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH ELEV. Al - REVISED BANDS BACK TO 05-20-19 3.1 FOR SINGLE STORY OM SPICAL Q ORIGINAL DESIGN o MEAN ROOF 30 FT. HIGH TYPICAL o FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID SHALL COMPLY WITH PREVAILING FOR 12 MONTHS AFTER THE DATE IT 0 ALLo WORK IS SIGNED AND SEALED OR WHILE CODES FLORIDA BUILDn = NATIONAL ELECTRIC D THE CITY CODE, Off~ bE�>-%YRHILLS CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES LZ 1E INI 1!Q OF CODE SECTIONS. ORDINANCES E SEE FBCR (CURRENT VERSION) FOR o em COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors AUK'.01 It is the intent of Designer/Engineer listed in the titleblock of these DA �Ev'�� EVI 'Li~.F'l�YRH�`.LS documents that these documents be accurate, providing Licensed Cl-Professionals clear information. Every attempt has been made to a prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to J the commencement of any work. The Designer/Engineer are not co responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to o N construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding 1551 the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without w advanced notification and approval by the Designer/Engineer. will be made in accordance to the terms of the C,Payments agreement. n 0 co 0 — o :;;,CqCD Q J ri 13 CC V1 0 W C � LU�_ o •V — O LU Z:)o l,(T (a U o m W � E — S �M M N �U CC-2_ Rig �i T 0 0.2 I--U_ 1 I C) tv a°Do Y <Ca� u,Qv rn Q o B D® N•C & D C 10 _ N G N V c. 2 Z �� z W M�Z Z a 1 .o k. W Z S, p LL LU W.FDS N6T.(�Q 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 t0Z 3� Lu za a� EF w¢Ixcr U�oo ZUZZ � w A / \ Lu 0 E J f— a000 oLL N 8, LU W L 0UJ Lu ZO Q U f z 5 QZ 3 LU > FF Ln OuJ °poo 0 a"S N 9o< Z<Z Z -0 P Z w Ln lii ce o t� = ¢ Z rM-I Q Z Z Z aoo m rn r LU = Z of rn ,—t. a cn o SCALE . AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION NO. 3ol SHEET NO. C S rn y N E _ O c c J i In r7 w rr TYP @ 1 STORY A S3 H.B. \\ 286 21118 I w I N \ \ a 00 j ID \ \ N ? '-0' XGS3 I I TIE \\ N 0 N N I I I o \ 1 \1 15'-02„ C° 20'-04" I 8, 5'-0" \ \ FAMILY R M DRYER VENT THRU WALL o I R&S - \ 2 CAR GARAGE \ I VAULT CLG. , HANSON BOX O\ 5-SH 8-0„ CLG.CARPET 0 O IIIII IIII III M \\ 36A.F.F. pN N OPT. 15 a =w io , ------ \I LREF - °°1-- -J EDGE OF SLAB 2" I W I l O C° I� BEYOND WALL I I I I I I I ih I 2, 2" 2'�6" X '-041-' I I I - - � 20I jI 20"x20" SQ. NKK I 1 I I 1 1 PILASTER W/ (4) #5 VERTICALS. 9'-6' CL . I I ' I .. I I I I I �1 I t I GROUT SOLID. (SEE ELEV. FOR HEIGHT). 4x4 P.T. `=' Lt I 0 I R 4 U _ I I I f X #2 SYP WD. POST 0 CEI SLOPE 4'-0" CEILING I o I r 1 O °° 2'-6" I I I ENTRY f, d I I I TO SIT DIRECTLY IN CENTER W/ Z T I CO I i I D 1 1 I 8 -0 CLG' USP PA44 (TYP OF TWO) W.H. BUILDER TO PROVIDE I S3 I I PATIO I I 1 I - APPLIANCE S3 L _ _ --------- PROTECTION WHEN 1 I� D.W. N G.T. CAFE C-�J n W I REQUIRED PER FBC - - ------ o- o - O _ N 0 v VAULT. CLGI I K 6 00 CD LO CARPET 16,„ 8'-3" S3 -104„ 6, 8„ _6„ 3068 I , 0„I N (4) 2x4 #2 SYP STUDS FOYER I "? `n W/ USP HTT4 @ BASE TILE I I d 9'-6" CLG.F-8' *4'-O..l 10" H AT 7'_4'_ I o - B R&S r�N ------------- - R&S �p w R&S ----------- TYP @ 1 STORY N i = Z _ rnco 166 F2&S N A A 1(4) 2x4 #2 SYP STUDS _ W/ USP HTT4 BASE @ W. I. C. 1 N AHU 1 8'-0"CLG. 4068 B.F. .068 B.F. TYP c@i 1 STORY `_? c CARPET 10 2668 C7 2668 00 r OWNERS 3 _„ rLrO 8'-2„ 1 � 8, 0„ 2, 4„ 4,_2„ 3,_74, 8, o-„ S3 LO BEDROOM, SUITE ' AN5-sH 8'-0" CLG. 16" DEEP t N 8'-0" CLG. CARPET BEDROOM 2 - _ O CARPET LINEN C 0 8'-0" CLG. N "' I .� CARPET C O 60"x36" N Gd, _ SHOWER "� TILE - 0 15'-04" 3 0„ In 2„ 10'-4" 5 10'-5" 8-52' TILE I BERGLAS T OP F URROUN rn AC PAD 31 0.1 P - BERGLASS °'� IURROUND O/ iv vbi�=i �� I 10 1111111 11111141111 111111 1*1_1 I I 1 141 1111111111111111011117 111111111 111111*11111 H.B. TYP @ 1 STORY 25-SH A S3 [� 31'-2" 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 20X26 184X254 S.H. 13 20X38� 184X37� S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 � X 62 4 S.H. 16 20X72 18JX71 j S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38j 26x37 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 11-15 27jX63 26X621/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 � X 26 36 � X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 } X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 1 X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 � S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN -B SCALE: %4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 318" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" (A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 +26.16 / -28.0 0 +26.6 / -32.2 GG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL 1 1.1 1 1 I BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B1" 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) �I OKI C4 V ISM zM 0 - o z z Cz Ln ID •O w c F o- U oCO Co N ~LU 8 N ;O M _ U O o 0 wLL� [I) 0 N o Q v one v rn Q o A I D. B N ~� �- c� N m� o V mlN W.2Nm�mZ U Z z J T C a Wa" u o a w Z �RMIQtit Ch W oLL � .ter W •`Q ¢ o . r. .FSi3I1> ® _j cr- oaR • `�'� F '���`�� tftElltt6 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 2 fa .Z�rL ��80 Zin�X i_z� 1,gW O a. EL N o cr o Q u .Y' Z IY O0 z rl �Q N U-) LL U _ W µ0 Z o J 2:08 Qin2 N M O 4 og Z`Z Z Z O�O� u-LU R J Ln Lij Lj.j Lu azo �a gWo rl Q Z z wdz o m Z t j Z o J O Ck � = a T-q n. U0 o SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION NO. 3ol SHEET NO. 1.0 rn Q rn O 5-1 n. E CD 0 s 00 N W MIRROR o 00 0 F- 0 BATH 2 IiLal- 7m.—Jj UR—j ILI I KITCHEN ISLAND 0 F- 101 KITCHEN OWNER'S BATHROOM 0 , i0 O N O ih .91 8,-54 , c� S O CV LJID Li ILI HOOD (V 0 0 0 RANGE KITCHEN INTERIOR ELEVATIONS { ( CI I 0000 Z M — o Z to z d 'C� Z V) 0 C-0 r p pV — Ow cn _ V) E U _o 0 m N pp '- U ai C ;O M 2 O o 0 L Lf M Lv O Q O) N aO 0 Vv V � Q O A 1 B D® NC B D C Apo O p N U) W M N m0 Z Z n LU Q � LY VQ�LLoa L goZ atn�� p t67�jtl Lz c < t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z 0 z Q� zoo z U z A Mc. o t I..L ��-- o UJ W Qo z z Z C O �3 _ / LL Lh w zd O J ■ ZLLI J W f O o J ¢US f W i�ma N z z� �oU z z rl �0�0 u KdO� W Ln Q Lii z M-i 1 \y z �az O Z �V•1� Z U n O �Jz W uj .—i - cn s SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION N0. 3ol SHEET NO. 2.0 ii Li i. a ii i',, LiI 1, i' y{..'; J E E: 0 S 00 N cV w C) 0 l 0 co b 12 5� HEEL 12 T.O.M. ------ - -------- F— - ----- -- HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED F I CEMENTITIOUS FINISH ON C.M.U. (TYP.) I 2" x 4" SMOOTH 1 I I TEXTURED I SILL / BAND I I F. FL. 12 5� 4' RIDGE VENT ----1-0------------------------------------------------------ 2'-0" 12 �5 12 7�5 18' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 2" 1" x 9" SMOOTH TEXTURED HEAD/BAND PRE -ENGINEER TRUSS i REFER TO STRUCTURAL — PLANS FOR BEAM SIZE 2"X4" TYP. ­—' 5/8" TEXTURED OVER — MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO STRUCTURAL — PLANS FOR POST SIZE 2x FRAMING AS REQ.----. POST TO CMU CONNECTOR - REFER TO STRUCTURAL PLANS (1) 2"X4" TYP. (2) 2"X6" TYP. SEE FOUNDATION PLANS FOR FOOTER SIZE 12 5" w " FIN. F R. � COLUMN DETAIL FRONT ELEVATION - 131 SCALE: 1 /4"=1'-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- T.O.M. ------ HDR HGT. TEXTURED CEMENTITIOUS FINISH ON C.M.U. 9 (TYP.) LEFT ELEVATION - 61 11 =11 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All at and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. o i® UI Z M _ o Z C° z� Q a z Q 4--) w �U — OL" o v or- CoN LL1 I E N M M - O o N C)s�LW o 2 0)ITOL no a) Q 0 A 1 BID. N -�/r N �D �/� I YI O c'7 I Z W D M Z U) c'n W g N a &mo o go Z 02,98- 0 o x � Alm re16 w G'` <( C3J _J 0 Z/, AROFES �C.f!!!!!f(f � pl t i 61i14Ed\N'v To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ O co z a ¢f f� Z Way U Z o 0 O tr O z Z Q w 0�00 O w� OU w'L N a LL J L F_ W ZO QU \ � 00 W f Z 5� W L a O Z \ J LQu LL 0 J Of O D d N 2W z<Z;� W ¢<WL Q 2 Z Z 0 O w0 E a R ao, J r--1 LU Q Z to cn H v gFH I a z r-I Z _ zRz o m O � Qz J = 0 z rn ,-a a cn o SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION NO. 3ol SHEET NO. 3.1 C v v M") N M O N n O) t2 I rn i m aci 2 C) 0 JO rn a E F2 E v c m i r. zo O w 00 Fo T.O.M. 11-01, DR HGT. F. FL. 18' RIDGE VENT OFFRIDGE VENT -4' OFFRIDGE VE 12 5� 12 �5 6'-0" — — — — — — — — — -- EXT€NO€a------ [ —0I OVERHANG TO BE MM CENTERED ON DOOR 4' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. �—- — — — — — — — -------- TEXTURED CEMENTITIOUS FIN. ON C.M.U. -- TEXTURED (TYP) CEMENTITIOUS FINISH ON C.M.U. 2" x 4" SMOOTH (TYP. ) TEXTURED SILL /BAND — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------- REAR ELEVATION - 61 SCALE: 1 /4"=1'-0" RIGHT ELEVATION - B1 : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN — (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ, IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ, FT. tJ Ur z M O — O zCID z a z vC w •V — O"' ZD o (10U YZ0 o0 m N LU � Ep N cn m M -0 M _ U N co O o 0 U �"CC) �G ¢ 0 0 .2 n� rn Q o BID N N v YI O N LU C" z ZP. U) .g' U_ W W V ;=ems a v(98 arnt{ 0 O o G7 a1 tIf ET Q LLV) Z LUa¢M a Q �x -CO r' Q �J yC) �ti x fll't I I 111%0\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z 0 za fa Z w O Uz00 zw �\ / \ ¢ y=owz G J aYa Q W Sw�o a W m J LU0 zz r U � UJ f Z Z /� ,.� I..L 0 a ~� M Lr) Ln Z a J w U _ Q .9 000 O < Q U J LUX0 . Q M ' //���� Er 0Oa i , V Z Q Z Q w Q Q ¢¢w� 12 z z Q1 ooMo a o0 W Ln Ij,j M¢z� _J ri LJ J rn F U g'0 Q z uJ < z z t �o �0 c z g LU = - Z ¢Lu SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION NO. 3ol SHEET NO. 3.2 2 1" 2" *NOTE: VARIES 1'-10" 12' CAP CAP N iv FOAM TO BE USED 1" RADIUS Cl) ONLY WHEN REQUIRED BY ^ =,N 3 1/2" RADIUS 1/2" RADIUS iv i- c� 00 - � COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 21 N 3/4' RADIUS 4 1'-54' v _ v BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1=4"VARIES " - Miv N 1-0 1" OPENING VARIES 1'-4" 0 21 2 VARIES ih 12 VARIES 1 1 CV _ "N 1 1/2" RADIUS 4"—j 34, 4„ 1 I CV 2 1/2" RADIUS DLO r Mla r� r - � � VARIES 12' IN M 32" 11" 32" 1" BASE CO - `~ BASE 3 ,,, ,,, 2 2 rIN ja344 r 1-, 1 3�. r 4 • 11.011 ACV 12 *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" 4` _ �N 1" 44 DETAIL TO BE 2" 2" io BUILT W/ STUCCO. EDGE 2a' • ' NOF G OPENING 6 - 1-1/2" THICK 1-1/2" THICK 0 � 10" (V ^M 21 " 4 d. I I 10" iV 'Iv 81 r� N rM 4" 2 N 2" 4" 3„ 6" 2„ 2„ N cn W 3 v 1-1/2" THICK 32' v 1 24 m x N-1a T 2'-4" 7„ 4' � 52 1 5 52 N 1'-4" 3" iv � cm 54 I Ci t2 & 1" 12' O� VARIES VARIES � 1 . 2 m_ w 22' � M t VARIES VARIES ` � x r4l" 8„ 32. ' Q$ - - oo - r) o J r--------- iv ; i� r 00 3.. �1 �ti 6" 4" KEYSTONE F11 b OPTIONAL KEYSTONE F11 OPTIONAL Rs' 2' 4a' CO d Rg4r„ 3„ 3„ rn �2 j-M 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" 2 NOTE: • INSTALL OVER STONE, TYP.IN. v VARIES • F TO HAVE TRADITIONAL LOOK &SMOOTH FINISH • FOAM/EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14' � 1'-" 14' 12' 2' 1 1 4 r' 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'"12" 54" i T 1 T-8" 4" 3'-0" 4" 101, 1, 4 10" r _ iv o (D E _00 `c - iD v io c J 04 N 1 - b U v cli -' 'Qsa c 0 (V U O 1 00 O iY 1 C'7 M r r 2 N N� 1 O GENERAL NOTES: CCJJ o • 1.5 LBS DENSITY STYROFOAM w • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 "' zM 0 — o zC14 z Q d u, z CZ W) (D w Q •O W Lu t V) v , F- � M m L1J '0 M Of M (C`D�cMM U air Oo`" C o n o av m Q d B D® N C S D C O CO"] V1 N Z W 1-.:" MaoZ U) r LU N N W LU � � rrZ .w V m o Z Q M EcP D LU N 4 M A N O v U O ❑ WWW.FDSENG.COM 0 N N O To the best of the Engineer's knowledge, info oration and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L R 4600 W, Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz za �a Wace� u,zoo ZW J =ouuZ Lu a L O tlJ� N W 'a o y_ 1�^:�U Q z z Qo fZ 5 CL z LLh o 0 O V = L�LJ o 0 0 D fob J �~ ; ; m a ' ... u,2 N ZanQ u-,t�E� Q QaLLI Ce og"' gofo Z WWao�Z W I.li 'LUu� F o —j r-I LJ..I U) 8~0 TM_I ¢ z Z Z C' u, m Z LUa rn T--4 a In o SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION N0. SHEET NO. F1 T_. _._ - i 1 111 1 _ �.I� I u. u!,L::u i, I 11a,l6 �a1 I r I 1 11 1 1 11I 1 1 7TT i f! r III � rn EI E 0 _ ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts No #10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN O or 4/0 SER Alu 200 amp 1-2/0 150 amp POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4GROUNDINGWIRE TERMINATION PER WITH CODE APPROVE NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FF WEATHERPROOF DUPLEX OUTLET }�wP I `GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ,Qt EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pe PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT ©W OPT. FAM I LY F�M GF _ ° _ ROUGH -IN FOR OPT. CLG. FAN/ ` LIGHT PRE -WIRE GFI ----- — 4 OPT. REF. J I I I GFI U.C. SWITCH — -i j FOR DISPOSAL KIT I II I II I II 0. IGFI z &9 I � PATIO III I I CAFE GFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE j HOOD PER SPECS °0 LO I GFI I DISC. 4 WP GFI AC PAD H.B. W —_ — • ppV4 ama— SUITE•- •-LIGHT PRE -WIRE ■\�ad���� �� a®■ l�' VERIFY METER LOCATION WITH BUILDER H.B. VERIFY LOCATION " IRRIGATION ELECTRICAL PANEL I GFI @ 44" A.F.F. _ I I I I I �\ 2 CAR GARAGE 2 I C7 I GARAGE U44'@ J v LLJ LU C7 1 DOOR QQ GFI A.F.F. Q w �I I I I I I I u� L. — — J I 0 GFI @44" I L---_-------- A.F.F. NTRY •FOYER- db ANN— ■n %����t���������������1 II II 11• �u II II i • • -• FOR BEDROOM 2 LIGHT PRE -WIRE -'j -• FOR Li41 Ili��W OPT. CLG. FAN/ LIGHT PRE-WIRI INN MAIN FLOOR ELECTRICAL PLAN 0 lJ 'l �7' M 0 o Z CO Z B d V) 0 n W Crs 4--JW �o �V — O "' =D Em o U o CO CV Uj r E C (9 M — U = 4? j t` O M O O N L 11- 00 o Q rn ") a o LC) �vv rn ¢ d All B D® N C B D C N �D v �/� Oo M oNO CII O O Z NaZ W oD Clio? C a I.. �' in Il o o w w W N a w W V-S o a z o =m10 ��¢ o ZO LLSW a N¢M Q C) O v U O ❑ ID WWW,FDSENG.COM rn 0 CV Cto CV CIO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Oz L w Za �F Z way zo0° Q �LLJ oWZ e---N J apm < Q a r �w U m o Zo U s LU T'� J LU Lr)cr 0 Z Ja U = 0 �w ul9 0 U- ¢�5 E J Z wk.ma oL Z 4 Z �Yu, w Q Q Z ON Pogo Z it ce LU Lr) t1i ' t� z b8 _j r-1 Lu X 00 F v a M Q z <I w o az z ce z ao m Z J � = a ,-i a U0 o SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION NO- 3ol SHEET NO. 4.0 uo I -- rn— T _F__ FM a 1,1 i : 1 17—,, r� - �l I OT rn m uO m v S N O J r2 O) a E 0 x 00 0bieu ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b Upper y pp SQ. IN. of of vented IN, of of ventilation to eao SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation ( See Elev) required needed required soffit by upper needed ventilators Main 22'00000 2.000000 Floor 2002 1922 275 961 69 480 0 606.0 330.0 1 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" R General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. U� 0� Z C) 0 — o z a E3 gm L�7n' C9 4W-J w �_ p Z — Ow N Ln Z o CD co 0 ti m N _ ~ - U aim _ N � O o U w"� C o U) fl-o cn Q o A1 MD. Nc B D c N �D ,w O M - N O p N Ld Z W w� o Y. 4 R] w W Q W V � CL za n a ¢ C4 N UP f' .CL SC COM •• FDS _i O� FEaS�y�Oa N%AN� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com ozUJ za w¢°d[r Uz80 ZwQ�Q� YU O O O V w N CL OLO L zz a0 2: LL `J f z a L z a O V = CL J W Q s LI 0C)O OQ VO J O f 0 m a y� Th N z cz, l!J z aa f �o 0 Zoo z 01 Z Qr CY 2 J LLJ Q W t O o ri LJ..I rl Q Z gQa z z o m OZ � 2 �0 J W auJ T-1 a to o SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION N0. 3ol SHEET NO. 5.0 c c c a� v S N rn 0 rn t2 I rn i x m r� L •v c M 0 0 J rh cc TYP @ 1 STORY A U.N.O. S3 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. H.B.+ I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • ••••• • • • • • • • • • • • • • • • • • • • • • • • •• I O N i 10 1 I 23'-6$' Mlm O 1'-1 I ■• j4. I II Ij. OPT. D I QPT. V�1 1 TYP@ 1 STORY t — - ~I 3 1 /2" SLOPE I i� 1 0n U.N.O. I I 1 in A 1 io • r\ S3 I I I : � io CI I : I + C� I o °° — — — — ■ INDICATES FILLED CELL w/ 3000 PSI— CONC. GROUT FROM FT. TO BEAM CHASE TO I ISLAND BUILDER TO PROVIDE M : W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ ALL PLACES SHOWN I KITCHEN ISLAND WALLS I K S3 APPLIANCE PROTECTION I S3 WHEN REQUIRED PER FBC 1 HOOKED FTG. DOWELS 5" EMBED —LOW — W/ 25" EXT. ABOVE SLAB "GRADE 40 I: 1 I STEEL" 25'-15" 1 1 1 1 20'-6 6_8„ 1'_4„ 4, O„ STEPS AS REQUIRED j1 fi--_=77a- : I I II f `� �1110 1 1 IIIL—JIII3 I: 7'-5" T-V 5'-8" '-0" PER FIELD CONDITIONS PROVIDE 1 / RECESS ^m I K CC CC 2'-6" x 2 -6" x 1'-0" b r W/ (3) #5'S E.W. LIIL,�J�II ■• I FOR SGD. REFER TO iv I I r — — �h 1 ; ; �W.H.�` S3 1 S3 S3 MASON'S SLOPE FOR WIDTH III D.W. CJ I % I ■ Sir o III — — — 1 Sir 1/2" SLOPE I 3 -3 1/2" N 1 8" 4,_8 3-1/2" MIN 3000 PSI CONC. SLAB FOR 2'-6"x2-6"x1'-0" W/ (3) #5'S E.W. PROVIDE YZ' x 9" �, L 00 "v HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR kZ3 ■ ' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC.IPAVER TO BE 4" 1 MIL VISQUEEN VAPOR BARRIER BELOWFIN. FLR. 3-8" 4'-4" : G r in ■' 17lie'-5$" I:: .... 36•_68 . .... ::. .........: vo. S3 TYP @ 1 „ „ 2 -6 x2-6 x1-0„ j ' ' • • ' STORY U.N.O. W/ (3) #5'S E.W.ce) 1 ' CJ • 'CJ 10 - CJ — CJ ■• ' ........ .. �■ I o HVAC CHASE %' ... _ _ ......—.� _.� �._ 3 - 11I j �111 } 1 1� o r Lo iry M I BASED ON } ( Cl) I LOCATIONIf t r0101, '� i II � �l• � II 1 1T-28' 2'_g" 2•_8" 2'-11$'II I iO I L. JI }0 _ T-5Q' 1 2' S-2a" 1 2' TYP @ 1 STORY A U.N.O. S3 FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w w co CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .; • • •�: #5 RE QU #5 BA CONTINUOUS : ' ; .': • " "�_ INF. SEE FND. FOR ANTITY X 25" X 25" CORNER R ONE FOR EA. ' HORIZ. REBAR, TYP. ., , '• .. ,. U.N.O. ' • **Al The temate: �,� �•�•� �•� ��� ,� reinf. bars shall be •, •, • • •, con SCALE: 3/4" = V-0" F u L o ® o a. 13 U) V) (D � (DOO w U — 0 LLj TM .1� m O p m N !SJ r o U S N Cl) �Wl� f6 -O M o O 0 o J__ LL 00mo CO Q- o rn v Qv rn ¢ d B D. N Ycw� I I N N rn o �/ � oo U) Z'W �M�z z° "Z. � P� a lei•�� o YV '"a rrlww v .• AI To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O Z O �Q LLJ �F WaWQ` vzoo �oLw J �apm OL�o a z "who m LU Q zz L N J ¢o > CL �Z � z z O �z F Ln O U = TI inJ¢ U, Z U, 0 -oil 0 Eo`6 LL UU p ga- zw ' , V E-- Z a Z 0 W a� a� Q Ct" o4,9� z zw V"4 �o rx aya W Lr) di d z � ,-•I u.l Q g z o Q Q zz ,M•1 z <zo C) z g = a � ,-+ a Ln o SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION NO. 3ol SHEET NO. 6.0 t. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL (2) A CJ U A CJ1 CJ3 CJ5 EJ7 EJ7 I EJ7 EJ7 EJ7 USP HD410F w/ (10) 10d NAILS) 3/16" TAPCONS TYP. BEAM TC I (2) 2x12 #2 SYP WD. BM. w/ 7/1 EJ7 FLITCH PLATE. BOTT. OF BN 18D1 FG1 � TYP. BM T COR GE1 W mU C0 m m m¢ VU Cl) LID KCJ3V CJ5V EJ7V (2FL. x Al ¢ � l ¢ j / ' � 1 I 1 -- ¢ (2) X EJ7V EJ7V EJ7V EJ7V EJ7V EJ7VA 0 'P EJ7VA ¢ ¢ O EJ7VA EJ7V EJ7 ¢ EJ7 ~ CY) EJ7 EJ7 " CJ5 CJ3 A Cl) LID J T U 00 N N W C) 0 kND (6) CMU 5" OSB . @ T-O" D CO. VER I N UPLIFT CONNECTION CROSS-REFERENCE r„z,ie MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-1 Od H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5l8" ANCH. 126 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K H 3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 37 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 1 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 11 5/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1 Od x 1 1/2" MTW 12 1195 1005 14-1 Od x 1-1 /2" S MTS16 1000 860 14 -1 Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-112" T MTS20 1000 860 14 - 1 Od x 1 1/2" MTW20 1195 1 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1 Od NAILS AND (5) 114" x 3" WEDGE BOLTS ^X" HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 585 535 1 10 - 10d SPT22 1 685 8 - 1 Od SP2 1 1065 605 112-10d SPT24 1030 12-10d 645 555 1 12-1OdX11/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (+ +) All 1 (6) 6> (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS "Mw1 OR CARRIER-J (A) INTERSECTIONS. SPLICING CONT TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE; SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @3"O.C.@ EDGE &6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM SEE 3/S5 FOR STANDARD GABLE END z FRAMING _ w CD + + p + O 2X TOP PLATE TO a GABLE END W/ 16d NAILS @ 6" O.C. + + + U- 2X4 STUDS @ 24" O.C. + + W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 FALSE BEAM GABLE END SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN. U0 v -0 C� � o o N Z Q a to 0 cn w "V — O w o �Lh r— U �r- m N r ..l..l F- sit m M cM N M ai O O N LL V 00 o Q rn 0 o v a rn ¢ o B D. N: N O v m CD gM8:?: Z LU z F, LL � s w W 10z� _o LU q�}i�f¢PF "gyp f OR O F E S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 Lo z Q Z W ��oo J^I r0wz .L J aOm U W W N ^ z i C z z '44..000 Q CY_ xz p[ g Z �--I L O -a O a U = �""� —j U— IL ooz a�8 o J O O O O J � Ir Za {.•L. Q �" Lu G L oW�� Z Z oo�o W J Lr) ,--I U j Q di Z ¢WWI cn F � W o ¢z ,M-q Z Z ?Zo a � d) :5= � T—I a U') o SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION No. 3ol SHEET NO. 7.0 T _ --- I I �T TfI i I I I I I I I T � rn m r- E 0 x 00 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 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 exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F40 1B/1T 8RF40OB11T 8F321B/1T FORM do GROUT SOLID O W O #5 BAR CONT. 8F12-1 B/1T „„ V LINTEL DETAIL SCALE = N.T.S. e3 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY ' J D 8 F 16— B/ 1 T F a i" tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5 .(1)REREBARATTOP MIN. (1) REQ'D -1/2" CLEAR ALTERNATE POWERS STEEL LINTEL — a a d O a #5 REBAR AT TOP _ c7 ° a M.U. MIN. (1) REQ'D ° 4 1-1/2" CLEAR 2 Q ° o ° a a D ,� Z ° GROUT \ J Q Q e U)F ° 4 C.M.U. 5 REBAR AT = — w w Q ° BOTTOM OF Z Lu w w p p LINTEL CAVITY Ji OOF w 0 —BOTTOM o U(i 0 REINFORCING Q ¢ (7 � LL — 7-5/8"ACTUAL PROVIDED IN z o w !' D D 8" NOMINAL WIDTH LINTEL ¢ _' 5 3 m �° L, Q° #5 REBAR AT BOTTC AS INDICATED (VARIES) c~n Lo tr a Q MATERIALS cif"' precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers 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 plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 4'-0" LL '-8" LL 5-10" LL LINTEL PLANT SCALE: %4" O r 0 C-) _ O ZEl Z Q Z Ln CD QJ cs�o 4 J W 'U e OLU c� m W 1— CD 0M M W = N C14 () O U � LL_ 00 O Q rn Q � Qov rn Q d N �p O rn m �o �yN! YI O I"" Z 0? (") ww U)/z —W 2 W-_ , im 1JJ �U-g a Z Ev i0 o rN • � �PW Eo 0�• A R O F E S 5 fdlil6lttio\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W, Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ Z Zf f wa r� 9UZOO 0aineWQ 0 Q W Z Lu d ao O�2o U UJ N r V) Z Z > LL 2:Z a C: W� C ' ^ / CG G .D 0 �[ Lh Q Z W O 2 CL J Q 9 µ0 O O h- Ser- I- O J 1 1 i• . M 8 U Z vO-.a of Z<Q� 117�4 J < 8 <a Z i�8,'0i W J Lli di�Uzo � rl LLI � v, � v M ,-I Q Q Z Ce < Z �ZS ao m O C� Z = J V7 aLu rn .--i a cn o SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION N0. SHEET NO. 8.0 cI iW rn m rn E 0 x NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED T WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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. 1- SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. AC1530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD, 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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. 4.1. 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-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 31000 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 II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING", ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all users and spray heads shall not be installed whin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318.1.5 - C ncrete okerpo and mortar along the foundation perimeter must be removed be ore extenor soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and Irrigation. Any sotildisturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION 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 DESIGN OF FLORIDA ATTENTION DE SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF S CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GW854 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C9 °' zo - o Z CO Z Q cn (D cn w �V - 0 LU to E 0 C)oo m CN l_l..l E '- s mapN m M M 20 CO O C)0 00 Cn Y n Qrn u70 rn Q d A® B D NCH D C N N .w O co C, n Z Z W � z wu z U) LU W w _ W V (D L a Z 4 O .•- ~rg•s NG.0 tst 4 •a ' N S ` � 7"`O }EI10 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O Z 0 �o Z Zf f� Uj U OU Zui �E� /t owz a. U) Flo L L.UzZ Z z : `. O a Icy- Z yr 3 -� 6.' ^ � / Q L0 CC Z Z J Q U _ F- uj9 U OZ cU g0 rs.. y,i Z Z ;� 1N u<u.I Z Z 0 LLJ W � U u DO H Z o v Z r-1 I'p Q Z Z a DVS Z 90 [n °° O rn g = J ¢ j SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION N0. SHEET NO. SIN c3' ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + Zo + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 6'-0" + + + + ++ +++ +++ + + + + + + + + + + + + + + + ++ + + + + + + + + + ++ + + + + + + + + + + + + + + ++++ + + + + + + + + + + + + + + + + ++ ++ ++ +++ ++ ++ ++ ++ + C9 ' — 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 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 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —i FILL CELL STD. 90° HOOK BOND BEAM U) LU 11 Q STD. 90° CONT. #5 CONT. #5 > HOOK BAR BARN111 � ODC 11 #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1!8" min. ) Small gap 2 min. 2" max. � 4 max. 4 T Clinch nails 1 when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. 2x required when indicated or : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls M require additional wall or beam below.* consideration. Check N local building code for appropriate 1/16" details in One 10d box M areas=20 of high or=20 sinker lateral load. nail each side o, 10'-0"Lio at bearing. m I I TANK -LESS W/H CORNER OF HOME H C G > GARAGE SIDE 0 0 0 �c 5''01-0�� a o STUB -OUT FOR 1'-0" 0 9 ' GAS METER 0 o • MEASUREMENTS ARE FROM FINISHED FLOOR >� • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" t rn RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING EO CC, Squash block / (2x4 minimum) I Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing walls 7 when load bearing for lateral support when joists / meet over wall, or wall stacks directly over wall or 71 Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End , Intermediate BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- BCI6000s811-7/8" BCl6500s® 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 1 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( wl (22) NAILS 1 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS OP PLATE C TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* LiL Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET W N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails SECTION @ INT. BRG. WALL require additional consideration. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) &I t 6„ A %" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)/2" THE WEB. PROVIDE AT 7ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 8 1'-0" 1 V-1" 1'-2" V-2" V-3" 1'-3" 1 V-7" 1'-11" 2'-4" 2'-9" 1 3'-2" T-7" Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" V-3" 1'-9" 2'�" 2'-11" T-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" V-7" 2'-5" T-2" 3'-10" 4'-9" 5"-7" 6'-4" T-2" 20 1'-0" V-1" V-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" T-11" W-11" 7'-11" 24 V-0" V-1" 1'-2" V-3- 2'-5" 3'-7" 4'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" 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 A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — Nail with 10-10d nails. TI 1=� — Install tight to top flange. SLEEVE THRU STEM J a. ° SEE PLAN FOR °• a , • • ° f ' FOUNDATION INFO ` ° STEM FOUNDATION GRADE REINF. SEE PLAN \ Filler block. Nail with 10-10d nails. Backer block required where top n mount hanger load exceeds 250 lbs. Install tight to top flange. ° a � IfT Ili': a III—Iflll� 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. II— •A/C v d' I: t -. CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE d 10—iffil PLUMBING LINE PVC OR SCH40 SLEEVE ° ° d c • • , _T� � Irr- SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r—PLUMBING LINE ° SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE ° a . a d a a SEE FND. PLN. SIZE & REINF. U0 l UI r M _ o zCD z� Q a to 0 CIO -tea w — �ULU 0 01- = o �� i6~co U o^ m r t , N M r m co — U skyr— _ a0i 0 M O_oo i'ilp U W 1 :E U_ aeoo rn �Y� ac v rn ¢ o B D. T I N N O (i N (h 00 �o°�oz U) Z f%u :2 w;z 1 2M� LL cc CD W Q �� N w 4J a'.o p a cn 10 z 0 1TV LL42'l�1:S�I'��4;/�k' 4>, •DE w°Q °• G. _zz °�cL, �d 1Mz % °Co :cat V �e �/,OROFEaS�O����� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E NA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz Lu w¢irW Uz00 U E U Z Q 1owZ M J a0 O0 8 L � Lu �— z rO ¢ `. O 2: Z g z LL z �� G ccLu U J 00o � fo 5�ma N zaz;� w <w� Q oa � Z w O 20:2 z LLB T"I Lr) lil �azfz = LU 0O J ri W yrHwv g�8M rl QZ ¢ PaZ SoO m Ck Z g = R a 0 T__I 0- to o SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION NO. Sol SHEET NO. SN 1 w FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 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 1 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT - I II—I�) FOR ROOF PITCH 4:12 OR LESS. III —I I I I I D I —I 11=1 PRE ENGINEERED WOOD —1 -T l I I 1 TRUSS @ 24 O.C. U.N.O. HURRICANE ANCHOR @ EACH (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & CE @ 6" MAX FROM END OF 2 x PLATE _E 6x6W1.4xW1.4 N WWF OR FIBERMESH "' iTII — 17171—II——' :- TRUSS (SEE UPLIFT SCHED.) W/ g METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. — ALUMINUM DRIP EDGE LUMINUM FASCIA ' N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR —' G/S3 FOR ANCHOR �8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C.--/ (1) #5 VERT. IN FILL MONO OR STEMWALL 1/2"U.N GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN U.N.Q. FOUNDATION PLAN FOR CLARITY o FOR LOCATIONS) 1x4 P.T. BASE NAILER � 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH NOTE: FILLED CELL TYPICAL *FOR BEARING WALL MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY c� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR SCALE:3/4"=1'-0" S3 -fv'r 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) co ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" d a. ° d ° 31/2" MIN. a ° ° ° ° ° e ° ° Q ELEV.-0'-3 1/2" d ° A.F.F. p ° d 2x4 CONT. ° U_ °° d d° d d '° - O - D ° oo GARAGE DEPTH VARIES ° ° 31/2"(min. - 4" I I=1 1 - d d °i l_ I I I I —III —I 11 1 ° ' I— d ° 9 (2) #5 CONT. IV- t I III �- 4" 1'-4" U.N.O. h GARAGE SLAB AT STEP rB TYPICAL BEARING WALL C STEP C SCALE: 3/4"=V-0" S3 "SHEAR WALL" 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. -,V*r ,/r TRUSS BOTTOM CHORD OR 2x4 #2 SPF \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 HIGH STRENGTH _� BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X @ (U.N.O.) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. t1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.JAND 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". O.C. OR 5/8"x10' WEDGE ANSULATION -INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) — PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS T SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATIO 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL ATTACHMENTS 2- 3 1/2" MIN. ° D I:=1111: =1/2"(min.)- 4" - - ° IIIIIT =f EEI I I I -co ��- 31/2"(min.) - 4" =III=III I I III=1 _ I' -III iI I I I III—III-1T-I--I I I 1111 I I (2) #5 CONT. I I 14„I I U.N.O. MIN. SHEARWALL C TYPICAL BEARING WALL @a STEP SCALE. 3/4 -1-0 c+� SCALE. 3/4 -1-0 PCS' �\�O SEGJ M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C M�N�Mo�s INSULATION PER FBC AND ENERGY coN 8"CM' FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 cam., LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR --� `" 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE ° . D ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi z r cn ° D D FINISH GRADE 25- MIN. LAP30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] bil D oO _D°�> 6 MILVAPOR BARRIER -II ' 1= D ° ° I —I I —1l1= .°O I I �I T R 17/8° —� p o° ° o—III—III—III—III—III _ _ i I I ' =1 =I 11= I I —I I I I �I I �I I N Z #5 REINFORCING BAR p D°—III—III—III—III—II III —III —I i I —III —III —III- Z I=1 I I �- ►1=1 I I-1 I� #5 LAP SPLICE g ° D III=1= = I I= I = I = Cal I I D ° . I F111=1�1 I hl 1 36" MIN. LAP [36" MIN. LAP] 17 7 777 7 7 77 COMP. SOIL. (COMPACTED TO _ 95% MODIFIED PROCTOR ASTM (I= I �_ D1557) 111E,l r' III=1=1 4 1-4 MUNICIPALITY. CURB DUE TO SLOPE 11 I I Hill 1, ;, l itill III-111- i CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING m W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" DECO TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. - , L Z 00 _—)I1 ° L i >YMI 6x6W1.4xW1.4 ° 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR min.) 4" M BARRIER , p 4 I a a a o — D • • III— N a COMP. SOIL. ° (COMPACTED TO 95% �— �t- MODIFIED PROCTOR J, ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 30 CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK (SEE U. 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 N 0 o OPT: DEPRESS SLAB 5%" - DEEP AND 6" BEYOND - co E DOOR TO RECEIVE = PAVERS / DRIVEWAY `g CONCRETE SLAB J PAVERS a SEE A/S3 OR J/S6 SCALE: 3/4"=V-0" v GRADE I —I 1 LL (1) #5 REBAR w/ OPT. I1= I PSGREFN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 14" 13" 9 O.H.D. RECESS z O.H.D. RECESS _ M T M d. III=1 I I.I I7 fit T-1 I_I e00 •a'• •, '.• � ILI-1 I —III �•a' •! '.: � —I ,�.�...� I—I�IIIh �I III II .•�: ` • IIIII�j a/ ..' •:: l \ I, l 17 co FOR REINF. INFO. 3" MIN. CLEARANCE N 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 o SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6L I I I I „ilil= FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Of -Oil J CONT. BEAD SEALANT Q INTERIOR • CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 04 O 0? E N 1=1 1= 1 M 6 MIL VAPOR = = BARRIER = — J 11111IIIIIIIIIII III; 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM CD W END OF 2" x PLATE 0 D w �I I 1=111=11 I 1_II""I ICI I IIL CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 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.0 W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r I r- Ell I—III=1 li_ III I I EI 11=1:- (2) #5 CONT. =I I I ul E 1 , , , I I I , , I I_ ON 3" CHAIRS 8" 1'-4" 8° (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS — ("F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES = SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD r, AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO ° TOP OF BEAM & LAYOUT DESIGN tiM a a = A I II I hI SEE ROOF PLAN a' a a ° (2) HTS20 FOR STRUCTURAL _T _ I (=1 I NTI-1,II-1 I I BEAM SIZE & N _ CONNECTION INFO ZXa P.T. I 2x4 #2 SYP P.T. FRAMING w/ =1 I 1 1=,1 I) I III , ,� 1' PLATE g 7116" I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 � fi�+r g O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. U) 0w ° SCHEDULE OPTION #1 Ix ¢ SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q w 6x6 P.T. #2 SYP SLAB INFORMATION. o J w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN .. 8" MASONRY WALLEXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD —INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GRAD a ° FILLED SOLID (SEE PLAN FOR ITT= 6 x 6 W1.4 x W1.4 iw SIZE AND REINFORCEMENT) C7 wJ III I 1 ° ° • I —III 1 I—III=1' WWF OR FIBERMESH c, M Z 1-- w III— — —III— w I 1111 I I I_I z ° BRICK PAVERS or SLAB PER p o `) = 1 I • • °• ILLto „ COMMUNITY SPECS — — — — — 0-0 FIN. FLR.jk INV � c ° °ae SEE FOUNDATION _ - CONC. PAD INFO. K TAPERED COLUMN FRAMING rCD12 S3SCALE: 39'= 1'-0" I I— FOOTINGLU III III —III —III —I 1=1 I I III=1 1=1 I- 11,,11I1 ill�lliil�ll 11�1 ,�1 =III -III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 I 0 UI V Z M _ o CD CD 0 V) 0 C a--r w •U — 0 w c t— �� o � U o0 m� tll pp 8 a)M CD C,— co _ai N -0 Oif o 0 U L, o7 "-00 in o. Qm CD 400 rn ¢ o B D® Buc N�cm� N YI O M W ICA Z W MN�Z � z 1— d M C H N W W - . � a!((���.pq � W 10z ' CiN��p00AV:1z ¢• M •rr II --II IP • C:) C) C& ` �aOEE5- `/Vfj tlttttill% To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com �o UJ Z Q _ vaox z O V Q z T 0 w Z LiJ Q apm 8 J 11J N EVo a- J zZ ,o Z ^, W , A 7 L0 F 0 � Lh o U = viiiiiiii Q Q w O o 2:<y J g O � -.2 0 K O Q uj w aa�g o �0 Z Z ,--I W In Lij Z(3 T"I V..� 2 1 � U ~o M-a Q z Z �o lib Z 2 J� a uj SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION N0. 3ol SHEET NO. S3 (MONO) I. r'•li (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/81, 8" SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED ❑ STEEL AND GROUT ❑ ❑ DOUBLE 2x TOP EXTERIOR FACE OF BLOCK PLATE EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 2 1/4" J TO DRAIN q DOOR OPENING DOOR OPENING 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d 11 (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID + POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW o, 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 a SIMPSON SP1 w/ (10) 10d N NAILS AT EACH STUD C) N 2x P.T. PLATE I 5/8" x 10" "J" BOLT @ 24" O/C MAX n W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —J rn AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ o, STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. N 0 0 J M rn MOUNTING BASE NOT SHOWN rn FOR CLARITY SEE DETAIL o K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE I` GENERALNOTES a SLOPE FORWARD FOR DRAINAGE N N W ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR 1 ❑11 WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑I Ell ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. 54 KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J 4 8" STD. 9C HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4, FORM CONCRETE INSET TO 112"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J Q T t.t.t T > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR—_. GARAGE DOOR ROLLER CONNECTION ASSEMBLY :•;:�— GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. ° 4 POURED CONCRETE BASE FOR BOTTOM OFMOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFFp�Vgo� N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET rOP a 'ARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK KK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) 1 (1) (2) (1) LSTA30 4'- 9 (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: 4 (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� # SIMPSON HTT4 TYP. Op 4R U.N.O. SEE N/S4 �N�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 4 4a 4 12 (TYP.) SEE ELEV. SIMLSON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" (' O/C FIELD 2X4 PT STUDS @ 16" O.C. 1B.LOCKING (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24 O.C. MAX) w/ MIN. 4 EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K,O. BLOCK -TM— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA, SIDE OF 48., SPLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON Q SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U �Z a 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL//j / SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 00 ° • HTT4 wl (18)10d NAILS (3610# SPF) ° a • HTT5 wl (26)10d NAILS (4670# SPF) o ° • DTT2Z wl (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (68659 SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ° • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE a I r r 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " v a d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED S AGGE E T R D TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. u 0i W V1� Z M —o z� 93 z C9 4--J w p •0 w m tl) s .� U 8 co Co N _ E — S C?f6M N_0) La-2M 0i;o U < t"-co in o <Crn Q. o rng� rn Q d B D. �® N �O --, N .w O CD N z Lu O M m ; O O N Z W M N Z W N a W VQ=LLs � a E�B Z� UIN � e cs •, . DSE ri.-i 10 d �OCO OFES fps°f/t mi11E10 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LE hi R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 3E wo za �a r� W < W UZOO U UO ZZ / U2 0 E J >dOm O'��o ^ U w N L.L oo L � y0 iZ C �3 '^ L I Ln a J U W J °Ro 0 Q22 I.— $� m a N W QZa oa�J N a 01� W z �" LLOu-2 �aci W TI LU 2:PW C G Z < Lu W O Y o Z W Q Z Ro0 coZ w 2 :JZ `ul SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION NO. 3al SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4 x2 3/4 TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 1Od x NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) „ „ 10d x 1 12" AT EA. �� ( ) 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKERAND NAILING OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER ULE @ 24" O.C. TOP CHORD SHEATHING DETAIL OR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24 MAX' TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ $'-0" 0/C. WEB LENGTH & NOTCH AT I EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR 1/16" EACH JOINT W/ (2) 10d FROM LEDGER TO • OSB SHEATHING & (2)1 Old TOE NAILS @ py BLOCKING ATTACHED W/ 10d EA. END NAILS 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 7/16" 1 OdX3" @ 3' O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS 7EDGES SHEATHING ATTACHED w/ 1 w/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORDMs. AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" 4" O/C SPACED @ INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odx1 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 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 20 0/C 2x4 OUTLOOKER @ 24° TOP CORD 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"xi 1/2" 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" ) 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD x ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 15 SIMPSON H1 OA w/ (18) BACKNAIL W/ (2) 16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J ON SHEET S5 FOR r r SEE STRUCTURAL OUTLOOKER @ 24" 0/C X-BRACING, AND TOP CO NOTES AND NAILING TOP CORD CHORD BLOCKING N _ SCHEDULE FOR BLOCKING FOR INFORMATION °° °° SHEATHING DETAIL FIRST OF TRUSSES @UR WS 1 12 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND zi 2X4 RAT RUN BRACING ' EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST E W/ 1 Od NAILS @ 6" O.C. ROWS OF E 2x4 BLOCKING @ 24" TRUSSES FROM EA. ES AND 12" O.C. FIELD (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & JACK TRUSS O/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PL ) Y 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ _ 1 Odx3" @ 4" O/C (2) 12d TOENAILS 3 EXT. WALL CONN. @3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON — LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS i ° 1 SECTION g M ADDITIONAL INFORMATION. N 0 M■ 1:1� i MINIMUM 2x m CROSS BRACING (SEE PLAN FOR LOCATIONS) (2) 16d PER JOINT N M CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 co CROSS BRACING DETAIL J 12 0 6.9 MAX./ SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT I Odx3" O/C @-' 2"x4 TOENAIL 6" O/C RUNN W/ (2)16d TYPICAL NAILS ALTERNATE NON —DROP GABLE END DETAIL 1 GABLE TRUSS 55 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 SCALE: N.T.S. I°a all a°a II �u `it allm\ 11 II° Ik II a` II II. ° II II CONT. BEARING GABLE END BRACING DETAIL Lil-------- -- - - -- --- _ --- -----— o MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" -OVERLAP -MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA 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 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W L/ 10d NAILS @ 4" O.C. TYPICA GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM7 -4 BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE' FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 01 �1i�A34 p w��iiii■ ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON —LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS �CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. y�A W CORNERJACK C7 Y d Q w z 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION u 0 �0 CD V 21 CM _ o z° z Q a z fB o ZLU� O U o(D m CN w E � pp t� Cl) � co U S N wig @ 0 p �' �Q �U_00 Soo�a M 07 CL Cnao BD® N C �BDI X 'r N N CS� '' V g O es O O ZLU i` � M a�D Z k, � J c9 C 9z LU Uj f€Bs' Z ' U) F 0 •v • �, •CV OF ESS 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. Lennaffampa xom Z rn W� zg <F w¢x� 5?oo oo�� Z Y p Z O w aL�Cq OUwry N L L Ln Z ZO �U _j z 4� c Ln w Ln 0 o z ::1w Z e)oo o J 6 p X 2 2 U o¢ Uj w Uj Fofo Q Olw--w2 Z Z '-� WDEti WZ2 L U _I LPi rl Li.j W Q " 1 5 ¢z 0 °o a � z M ,-I Q Z Z � a RZS Z �o m a, g Uj = - z ¢� SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION NO. 3ol SHEET NO. S5 0 00 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/- DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX. 8„ PROPER INSTALLATIONDO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 4" 1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 8d @ O.C., 2 ROWS STAGGERED TAPCON 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" (TYP,) ` 1x8 P.T. FROM EACH END wl MIN. 1X8 BLOCK@ SPACING O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL TD. 90° HOOK (TYP.) STD. 90' ` 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. METAL SEAT PLATE TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL LNOTE: LAP SHEATHING TO EACH END W! MIN TO PRODUCT DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM FBA ND JOIST TYPICAL x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" 1x4 O O.C. & 4" FROM EACH — J TAPCON 16" Q.C. & FURRING @ END MIN. 2" EDGE DIST. 4" FROM EACH END +2„ NOTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ 2x8 P.T. ATTACH SECOND PLY w/ C ' - w/ (4) 1/4x1 1/2" SIDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ' +5^ FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A"A = 1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX ;" .�. SOLID W/GROUT R 8 Z-0" " 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION '. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" : • ': BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRucTIONs. �•' 44 • SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN :�` .•;.:.� '•:. •'''., CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4 PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ) 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 X4%" WOOD ) () * DOUBLE 2x4 SCAB FOR T-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ O k F TO TRUSS OP CHORD V RygN .J MIN. 4" EMBEDMENT AT 16" O.C. �FN 1 r—Orr 51 -011 SCALE: N.T.S. SS 12 + + GTy PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + kfINISHFLOQ3 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED + REQUIRED 1/4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT a D o. #5 BAR 2 0 8 TRUSS + + + SOFFIT �D 10„ ° p CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + o ° TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP EACH TRUSS o o Ig KNOCKOUT / c� o CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BTWN,,, 2 x 8 VERT. W! (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ s CONNECTOR �� _ MONO FOOTING - _ •D D ° (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--/7 SEE LINTEL SCHED. AND SECTION DETAILS -I z LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° 9 FSOTANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION HOOK #5 BAR IN D TO FIT ARCH CONNECT W/ IF TRUSSES USED) W! (2) #6 X 4'/2" WOOD FOR OVER HANG FILLED CELL - 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ' INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° \ o 4 0 o o \ o ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. �' �° r- �° �' �° �' �° �' �° Sk PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY 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 DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT, FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION NAILHTT4 U S & (1d 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" #5x6' EMBEDDED INTO EXISTING BOND BEAM z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6-0 F.F. EPDXY MIN. 6" EMBEDMENT & `� N FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) 3' MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP o v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL u ° w a A REINFORCING AS FOLLOWS: SEALANT a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. '; :. ,.'.i� is �. ; :'...' , _#5x6 PRESS PANEL REINFORCING INTO PLACE. - EMBEDDED INTO z 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL o ' — I I —I � g EXISTING FOOTING (2) #5x6 IN CONC. REINFORCINGPANEL D N FURROW. FILLED ELLSMOOTH. , .—F II�II � DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT MAINTAIN o- GRADE o. irr SET BAR IN EPDXY ; FURROW. UNIFORM JOINT WIDTH. 6" MIN. LAP p ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N 'Q REMAIN FREE OF MORTAR. NOTE: Cl) z \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL o (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 A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. - SCALE: 3/4 -1-0 _ „ SCALE: 3/4„-1,-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. M — O z�z Q C9 � C_.r3 a--+ W � a o W E �N U o^ CoW E pp — U 0 M m (� M 2 'O M = 0 0MIN 0 iz 00 �0 dtm ono �g� M Q 0 BID Z W M Oc k Z W ID z U W g,�.@ 'a w W VO rD y D!l�lfpp °� LL •d•Q �n ••�b�t�' J Ctf O'er? . • • F E S S \\-' "����s���bR 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 NR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com �z 0 �o z a �a zaa waa�rr 00 �zUu O�r�� ^ Z Lu ' CI 0, 8 ^ L.L LU w N m o n L z O > U c/� E z �3 _0J Lh z Ouj U Oz F• o ¢0 Q� F— Wom� N LJJ Ua0-< zaz< tea a $09W Z 01 0 �0 W Ll') W WC G Lazo n<WF� LL ,—I Q z Z ul a z 9Z a0 Q Ck 2 a� SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION NO. 3ol SHEET NO. SS I dill I ------- 7Tr-- — - — -- — - ------ i.. _ - - n •: i. - I'. l , � : li:. � 8 it�4�-.-� A.i liJ., � i I - - I IT SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 3;7A TRUSS SSES HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE -i 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS (2) 12D NAILS —' AS REQUIRED AT 12" O.C. MAX .., ­11 11xwVV . BEAM @ RAISED ENTRY CROSS BRACING DETAIL JYP.)('�_, HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL r6 SCALE: NTS SC S SCALE: NTS SCALE: NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE MAY BE NAIL MNAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS MAX & EACH END ALTERNATE , DIRECTION TYP. -� a=i v v S N M 0 rn I2 co - I rr 00 N 0 J I I- Icn I J 00 of N N -WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE .St 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: NTS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX TRUSS 11I4:3=/_1A SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON H w/ 16d INTO HEADER SIMPSON & ( (6) L.SEE PLAN FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM -SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a� INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS �SPFTEOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL o MIN. 2x4 #2 SYP P.T. PLATE '. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PON LANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER d SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=1'-0" SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER �� CENTER OF POST MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS A. COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS .. 1 di It'll, III 1_II1I Lakyi. a. _,III I. I I I III I I Ill 11f 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d ;7--PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. • SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLEL SEE 2/D2 FOR BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE: NTS LOW ROOFNVALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/ L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS & SECTIONS <�ry Ut o z — o z�z Q a O U, z W V — 0 W ro I— .� ru co 8 C) m N W E � mail— 8 N M � M (6 O M _ t/1 O o 0 = co < Qo co o. co o m Lg� d>Qo B D® N Y / N �D N t9 y 81 � N �M Z W 8z wiz W .N a w Vas S, 10Z 'lJ/je LL r«• C� SE)vVG.0 vQ.4:�,? Ab F E S SN tlllll11111 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 IV R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz Z9 <z Wa�� UZOUO U p Z D Z eoll2 J Q o��o U W N N O Q� 0 z z a o8 �Z L \� g 11:11� U z rl LJ J 4 F 2 Ln 0 O 0 JW U = rl Cn J Her Y 0 u, o rj¢� W � o ga0 a 2 8 Z �-ofE Z W Ln LLJ � a 2 � ��,­5 o J LL E Q Q Z W otQ 298 W " z M rl z `=ZS ao m O^ ck Z w 2 �z aF ,--I a L o SCALE: AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION NO. 3 o SHEET NO. D1 �- - I N N W 0 WEATHER RESISITIVE BARRIER S DO N07 BOTTOI r=i etirr NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW r v�or ui�� rv�anuv�a SELF -ADHERED FLASHING DECK JOIST ^' '"I WEATHER JE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) M 4SHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) 0 SELF-ADHER 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP I / CONTINUOUS BACKER ;� ROD & SEALANT A RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 0 `© SELF -ADHERED FLASHING PATCH HERED FLASHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 0 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �v (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SOFFIT/CANTILEVER 0 0 �JJ 01 SELF -ADHERED FLASHING INSIDE CORNER �Ground� Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) a DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB -SF LATH ER STOP A NUOUS BACKER ROD -ANT VTITIOUS FINISH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as O# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all O C9 LO zco 0 - o z z a a Ln 0 crD w �V - pw �_ �� U 0� m N '- 8 S Q? map ` TvI N 0 O OD _r_ U- OD I Q m n 0 Vv Lo M Q O B D® N C B D C N �D M N 0 U O a; N 5f, � Z Z W III- gz r-11 z P- � -, .a N LL , Gzl k+ W W - LLo � a Z 0 fw N 29 a � o Z a Z cc Q &L W Q N¢M q O v V O WWW.FDSENG.COM rn 0 CV 00 CV O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 ce ce Lu Zg g Lu<0Y 80 105Z uJ Q tQ Z LuJ Ow J� ce � o 10- Ln L Z ZO > \/ W 2:Z 0. Z 0 a - / J J I1J L U _ Lu °O0 o W <U6 � 5"° 52ma ¢ N or- ¢� W� LU Q V ol Z 01 u ono LLJ L O rl lJJ 00 LOUZ (A -J W M Q 8 r-i Q Z Z z No o Cal[�■w, O Z 4 T J N W ,--I a- to o SCALE : AS NOTED DATE : 11 /2/2018 TECH; FFLORES VERSION N0. 3ol SHEET NO. W P i. il' tl ilk I l �� I T�V it I ti I i ��i i7a 111 I I t ,;il�� iIM � II III r March 20, 2018 Re: Wood Construction Connector Compliance for 2015International Codes & 2017 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 Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood, Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1 f8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Simfar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when d will be re-evaluated by Simpson Strong -Tie. Please visit wv w.strongtie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dwfBDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson Strong -Tie Company Inc. 2221 Cmmtry Lane McKinney, TX 75059 Phone: 972.542.0320 Fax: 972542.4139 www.stronatie.cam N to +r > U OL L N Q. O I M u) ^1 L_ O � W CL C O O U_ CCS O CU C_ > O O L L Cn 0 '(^� Q .� V / Q E z O U O � �_ O L -�+ O L� VJ m L w� z� J z J SHEET NO. PA 1.0 �`�°"� t6 _ 4 §.. r �.. �a`s� �rd1.s.,"e * �'.�.v^.]�.'.?:.�. � � �� y �� �4 -�. ;,.'�t;'¢'.f� xkp; .... S •��'i.��u`,'' '`.' n��F. �,., _c A3 FL17244.1 ESR-3455 A23 FLt0446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10858.5 ESR-2549 HD218.3 FL17232.3 ESR-3445 HU218-3 FL10856.1 ESR-2549 HD28 FL17232,2 ESR-3445 HU28 FL10858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU810 FL10856.10 ESR•2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11466.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGA101(T FL11470.4 SIM200803 HGAM10 FL17889.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17880.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT18 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 HTW18 FL77244.8 ESR-3455 HTS18 FL10456.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.28 ESR-2613 HTWM18 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 HUGT3 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018j .January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 9&72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Fir6er-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +87.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +87.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461:9 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL204g1,1q +67.0l-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +87.0/-87.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL.251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (SX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (18X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential VifindCode Doors WG (BX7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential VYmdCode Doors W8 (18X7) FL15279.102 +37.0/-4t0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 WA (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0%55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 15tb Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15078.2 N/A All American Shutters 8 Glass Galvanized Steel Storm Panels FL17669.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES 17W Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at Ian review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the P P P P 9 p jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated du N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag91 08 12J Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3of 8 12112,2018 Florida DepertineM of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail papa 1 oil +529Ie Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa I of 1 I16no+a V, -6-01v2o18 > V O /t` L VJ O ^ Cods Entity or. 2tp 1(a(q Data Pendlno gg(s rygj Vanlon MenuPocturer Si90t&SI Enalneer&License Yelldatad By Validated FBCAoorovel Aooroved WAWA coee EnuN.or. Qd(p �tq Date f+endlno j`Iptq, �! Verelon Manufacturer Contact EnaineerflLicenee Validated By Vaidatgg Sygm(tt48 FBC Approval Aooroved Status Revhlon 2011 FLegD46,4S2�Produds Sept 1 Thenma-Tru Corporation Category: Exterior Doors subcategory: Swilling Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ' Product Motlel.Number or None a. Therma-TN Fiber-Clesslc and SmWtvStw F-- Rick Wright Lyndon F. Schmidt. P.E. Ryan J. King, P.E. (419)298-1740 PE-43409 (813)767-6556 rickW&Wbldgansufiards. cam - QuaIIN Assunnee Product Descdmlon Comraet Exolratlpn Dab Nominal 66AL19;9&quol7Jon-Impact&quw; Opaque 12/312020 Composite Edge Fiberglass Singh Dow (InM, ri svA X caMl oration 9 ng� 9 ) 10/152017 07/122017 10M82017 A-vedfor Uss Approved for Use Ill-HVHZ Outside HVHZ No Yes 12M22017 Impact Resistant No Deaian Pressure WA Approved Revision 2017 FL11d048M1(Ft9Pmduds 3sa 1. 1 Therma-TN Corporation category: Exterior Doors subCwegory:SWingingExterior Door Assemblies Compliance Method; Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer "'"�; Product Model. Number or Name a. Therma-TN Fiber -Classic and SmooOrSlx Rlck Vfttd Lyndon F. Schmidt, RE. Ryan J. King. P.E. (419)298-1740 PE-43409 (813)767-6555 rtckw(�tvbldgconsunams. cam Quality Assurance Product Description Contract Expiration Orte Nominal 6&939;8&quotNon-lmpact&quot; Opaque 12/312021 Composite Edge Fiberglass Single Door (InsWInglOWswng;X conBguntlon) 12/132017 12/132017 12/212017 - Approved for Use Aeprovadfor Use 1, HWa Outside HVHZ No Yes 02/132018 im oast R,.mt-t No Approved Deal- Pre-m WA � mm !� Pavilion 2017 SKI 1 m TtwrmaTNCorporation, Coastal Exterior Doom aubGlegay: bYdsaing Exterior Dow Assemblies Compliance Maemd: CodMcation Mark a hang a.&qud;ClusbCrM&quoC aW&quokBenahmork by ThermrfTru&quct; �a � E�.i.Li� VaW1�C Rick Wright National AccreditaWn& Ryan J.ling.P.E. (419)2WI740 Moragonaid Institute (813)7674555 ridoverwbldgcensubrits. can f Ei�Mk &S and BN Opaque and GleaW F@eryleas Door with 12131=1 end wahws SMeNes, 1 awkp and Oubwlnp 20 20 Validated 1212a2017 0921/2017 Approved formed )a,ti� No Data Pooldhas 20 FBC AOotmml Ae�i7d 12r=17 Yas No � fJ N/A Ehhm Approved � � Y1BbW Revision 2017 E90,[ 5 N ThemwTtu Corporation Cool Exbrlor Dann SabOololl Sr,rping Exhrbr DowAssemblbe Ci mp9ana MMlmd: Codification Mark or Listing a. 8quw;B Bath-Star&q� adl&quohBendm rk by Timm-Tru6quct; Coated Elrsbeor&Lbma Validated by Rick Wright NatloalAowWtWJon& Ryan J.King. P.E. (419)2WI740 Management InatlluEs (813)767.6555 ndfflamtltlgoNmukama. cam NB and 8f00pal old GlaaW FihmgWs Door With 121312021 and wMroW Sitlease. mewing and Outswhp 20 � )le@tllled AI&M d 1212AM17 00212017 Agaaed.Tglke Approved inHVHZ No paw PWNKM 20 P9C Aoamfml Aaa�ad 1222/2017 ffiSke !� ) Yea No Ali" Approved � PR WA •� /1 � � � CD TZ �•/ 0 �L L � Q C � O r e L� to O Ct O '^ �y 0A� �^r �+ C^ (D L W v_/ }s (�i ^ u "e i `iJ i� +� U) �a ^^'' W `v > O 0- Q 6 . same Fiber -Classic and Smooter No net 9;0&qu on• in bqd paqus 12/312020 No Yes No Composite Edge Fiberglass Single Dow nVAn towing;X corn uraton) 6 F. Therme-Tru Filler -Classic: and Smooth -Star Nominal Si &quoiNon-Impact&quoL Opaque 12312021 No Yes No WA Composite Edge Fiberglass Single Dow onsiing/OWswmg; X configuration) 9 1. Therma-TN Fiber -Classic and Smodh-Star Nominal 6MS;8 &quatNwrlmpad&quot; Glued 12/312020 No Yes No WA Composite Edge Fiberglass Single Dow pnsvenscutswdrg; X configuration) &quwNonSingle &goof; Glued 12(J72021 No Yes No WA 9 I. ThennaTru Fiber -Classic and Smodh-Star Nominal to Edge Composite Edge Fiberglass Single Dow nevi /OWSW1 ; X coon uretion MAN 14 n. ThermaTN Flbar-Classic and Smooth-Sla Nominal SM9;0 &quolNoo-impact&plot; Glued 1Z(312020 No Yes No Wp Composite Edge FlbergMss Single Dow nswin s1M g X owit lotion 14 n. e a N e • ss c. am .moo or nor qu o es Composite: Edge Fiberglass Single. Dow (Inswmg0Arvving; X configuration). ; Florida Department of Business & Professional Regulation Pap 1 oil Florida Department of Business & Professional Regulation Page I d / Florida Department of Business & Professional Regulation papa 1 oil Florida Department of Business & Professional Regulation Pape, .11 Building Codes and Standards 11=18 Building Codes and Standards 115018 Building Codes and Standards 11srm1a Building Codes and Standards 1/61m1a Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ELM54a7� Sank liaYacas go gah gym gait fl t1iE11rB4 gm Enft or gait 21M Dab PauABa !� 6, H81132 +g4 gda Er ft or � gate Data PmAm gate 9 t12.77�4 gads Edbr ar gift gfa Dab PWAoa �a mm version Vile Samtut EmhaMi L� V&Udg d IN Yallarkd E&OMM I� Amm1d Almroved E1Wu eta Version 11mIdvAN[ � sughw LLMM ValMobd IN Vollddd lwmg d FlIQ Ao�l Ana@md Ehaat 11M Varietal ManuftcWw !� Enak a a Li9 veddeea eve mwwiw tltmmamd FMAoe[mlat Apmond Abu Iran versos ➢Ymll� � Eater A L19� V Hd t d 9, V NdbWd Buttressed PIC Acurowd Ao9®md agm Ravalm 2017 MI Windovre and Doom Brent singer Luis Roble to Lomas Steven M. Urfctl, PE 0&132017 OSN 112017 0&162017 1d1N2D17 Approved Revision 2017 MI WlWpws and Doom Brant S'aingler Luis Roberto Loma Steven M. Urich. PE 08/13=17 0&,112017 08115=17 10M 2DI7 Approved Revision 2017 kit N6Wowe and Doors Bract Ballinger Luis Roberto Lomas Steven M. Urich, PE OSM312017 08(11/2017 08/16=7 10N02017 Approved Revision 2017 MI Windlem and Doors Bmrt sitalga Luis Robeft Lorna Sown M. UrkK PE 08/l a=7 08/11/2017 0111 17 10/10=17 Approved Catgerin Exterior Doom (717)38S39W PE�14 (717)317a151 Category: Exterior Door (717) 385.330g PE42514 p17) 917.6464 Ceeegery: ESulerbf Doors (71 T) 956.3900 PE432614 (717) 3174M64 Caspwy: ExMfbf Dadra (71 91 saK:aegeaY: 81Nhp Exterior Dow Assemblies bstangsrbmM (Lawn CumCs"oer. Badl.g Exterior Door AoesmNiso beBMnper@rMWd.00m au B Subcategory: 8tlkng ExMrbr Dow Assemblies betanrgerQmMw.cem BrdiCeegwy: Sadist; Exactor DoorAeeanb6es aMnpsrQmiWd.00m Compliance Metllod: Evaluation Report from a Compltence MathW: Evaktefbn R.pod,rom a Compliance Mehod: Ewbetlon Report from a paanae MMhW: Eweatbn Reportm a Pbnda RegllsW" AmhSoat or a "anesd Florid. Profbaional Engbser Fklrids Ragbtered Architect or a Licari ed Florida Proeaalmat En naeor Flails Regisered Ardlaw w a Licensed Florlds Pmkabnsl Engineer FkWds RegWefW Architect or a Licensed Pbrlas Probational Enpbar F g Approved Use klok Raw Ao�.for lke Alit ls!(.forU- ham Doom H Aoattaillfal MI A�LIKU, Imgaat gem r�reIItaSka Aogavid for Use ]mod 229M Egf h1E(1Z OUM" HVHZ PJaebel EsaR r In HVHZ O 1 PJaewrs Mesa Product Model. Nu bworNom. III HVHZ If!lkkat Ptwars 3aad IafmZ H1abLm P� 3 SERIES 420 ALUM1WM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 1221r"S No Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX. 1ZI912018 No Yes No WA 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 121312010 No Yes No WA 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OX, XO, XX 1N312018 No Yes No WA 146-W4&gUOOSS&qu-t Xo, XX 9%quw;x98&qud; 146-3/48gbofpdig8qud; NON -REINFORCED Wkuotx808quw; NON -REINFORCED Florida Departrnent of Business & Professional Regulation Pep. I w I Florida Department of Business & Professional Regulation Pap., w I Florida Department of Business & Professional Regulation pope 1 vet Florida Department of Business & Professional Regulation Poe I d + Building Codes and Standards I/s2wa Building Codes and Standards +vmm Buikdirmg Codes and Standards lalmia Building Codes and Standards I5/20+e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 19 527116a gads Kid& 4[ go gel ode fiats g115270.M rdl9! 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Number -Name O IIN Aseurnne Product Deecdotian Cpntnct Fswtatbn Date Approved for Use A vedfor Uee Ill-HVYU Outside HVHZ Impact Resistant Daslan Pnssuro IsLonfli'll4til Products FL#IBZM4tg Products ldat 22oulaia Armed for Use Approved lw Use a In HVHZ oubam WAR � !I Deal- Psa■al, Heat �f.AlMBIm'd 220knol Approved for Iles AQ�.for a In HVHZ List beat HVHZ Ikakmm gsa� Prsatum Amf glo tABlB�fd Produtl.�agdatka ggmactEm An.roved for Uses Approved a In NVNIZ o for Uee brim& Z Blab= gaehn PJMMIm 2 106 SH 52x84 Fitufiange Frame IGISG Single Hung 10/092018 No Yes No t60A60 1 WT, 7137, 727, 747, aed $47 Sbbe and Palm of Door Flesh, Glued, and louvered single and palm of 12131=6 Yes Yes Yes WA 85 MVA-09 PAN-2F,53: 73, 75, 84A, 94, 42, 48, 426, 486, Steel Pan (min. 28 gs.) Single-Cor(up to SIT wkle) 0&212028 No Yea No +38 PSFI.42 102 102 W&16 PAN,2F153: 73, 7b, &1A, 94, 42, 46, 42B, 4&B, Elect Pan (min. 25 ga.) 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Nugrr er Nacre lerculkiat Dowdodw Contract Expiration Dsla In HVKZ Rnkfttd ProssIBS 2 5764 Vertical Aluminum Mullion /2/3112018 No Yea Yes WA M"14tll Safe Eaft or go go Date PWWKM go lYet Ywalm ) Sasiwd Emloest3L� Yule Y LdIQmllad 1�Atmmysi Aoor9dmd State Review 2017 PGT Industries Dean Rwd MW.W2ads SCCO • CER MIamFDeds SOCO - VAL 12AWM17 11/162017 1210912017 Approved Ubnoy: Vvindou (9N)488-0f00 (788) 31&m590 S9bCgeeofy: Mrdiclb dNedn®pgaldatl".00111 ComplWroe Matrotl: Cedekation Mad or Lletlnp FLesa1421t products Guests Ass— Eomervestfor Ill- Atha iOVgat dealm tit MulNons for AN Doom and Wkxhm Alumbu l OS282021 �yes� Qudsklo HVHZ1 WWA FL5131924M Sao! Smile or Date Dm Dm Ponam 219 Mat Ymaa ManuM�er !ems LogMss[l Lheaa Vgldged ev y LehmMm #fScAmmiat Sfma Revision 2017 James Herdic Bulling Products, loos Pir"hang Zhu Ronald I. 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I of I Building Codes and Standards 1152o/s Florida DepaMxnt of Business & Professional Regulation P.pa I a I Building Codes and Standards 10cmia Florida DepaMlant of Business & Professional Regulation Pega + a I Budding Codes and Standards 1151J5+8 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FM23294t Side End&or gets 29t dim gate. brat Version Nkwfabm caritad ErAk—ILUkyalMstedav Velmdsd Lim PWAotmarsi Amoved ahm Sdwls Ea1tL9s Jae no Daft pending 21M mm Version Nowbohm c EmtaeuaLgesmt mild" jigagad PWADDW l AgrolMd Aku FLS1018412 Sage EOYeLa[ now gate DOoP Bm get mmt Vman aLbe vegetated IN Vs9dabd s FBQ Approval Aaamaf stave Plf M#4t2 Sails EaYaLr gat no Dole position Dift mu version mmmeacom aLlaaayamddwBy Velldmf SIB FWAaom.l ADWmmd mmR RsvMon 2017 TAMKO Building produce, Inc. Calsgory: Racing Kam Edse Zachary R. 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Prbq Lodes Bowden (813) 248.345g PE-74021 (334) 300-1800 10/102017 10/102017 101172017 12/12=7 Approved Subcategory: UrWdaymega Compliance Method: EvakwUm Report from a Florida Registered Ardrbd or a Licensed Florida Pr aatatonel Engineer kW Catln®bnao.Cgm Category: Roofing Subcategory: Roofing Aw"aabs that am an hMpra Pan of the Roofing Brabant Canp9ana Mehl: Evaluation Report from a teny®panelekoolllg.dom Cab ati : Roo SubCabgory: RaoNg Accessories that as an kMgral Part of the Roofs System Camplirwe Method: Evaluation Report from a tany®porratekco8rg-corn BubCabgey: Rooltrrp Accessories that ae an SubC o a ry.RoofingRo Integral Pan athe Roofing System Compiler-M a - : Evaluation Report tom a .ass � CIO Ffo�Rnal En~imed aited a a Licensed Florida professional EE nlikuse "a Registered Afoldhodora Licensed FloridaProtossbFlorldsoiml Errpbnr or s Licensed Florida 9MBLAe1awoe Amcadla[dlaa Amwavedlr t1" IN= Deals, 19 Sffi# 8 product Model. 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Catenary: Roofing Subcategory: ROoarp Aeoseserbs fnet as m integral Par of the Roofirg System faft a coined Emlmaalimm YBlWI&dBy Clark Jones James L Budmt P.E.® Miguel John Rieman, (904)70384W CBUCK Erghmeralg P.E deritigflrnco.can PE31242 (581) 4147567 gat go Dais Paden YAROW LWMItad FINDAnroml 10252017 1(V082017 1DW2017 29t Aa0@lMd 12/122017 AWN Approved Revision 2017 Lananco, Inc Category: Roofing Subcategory: Roofing Accessories that are an Integral Part ofthe Roving System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida PrMssstana n9 ear Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE (501)982-6511 PE-31242 (717)317-8454 acam,ralome—com 04/09/2018 12/18/2017 04/152018 06112r2018 Approved 2m ism! 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Waaa (602) 260-2208 ServicesLLC. 5) 864-0160 rne thoai jorm atl@borel.- m 101182017 1010t12017 10212017 Approved Revision 2017 FL1/8494N11 Products, Bond Rooting I MomWLiMb CateRoofing subcategory: Roofing Tin Compton-1eMod Evaluation Report sore a Product Evaluation Ently Thom" Jam nst IAPMO Uniform Evaluation Gary W. Vlasar (SM) 269-2288 Services C. (205) 854-0160 I.I.C.ory: thom"Jtremed@boraLa m 101182017 10"W17 1002V2017 Approved RavWon 2017 Bore] Reading / MoaldJbft Subcategory:: Rooting Ties Compilers. Method: Evaluation Report ban a Product Evaluation Er" Thom" Jemmet IAPM0 Uniform Evaluation Gary W. Welker (602) 28a-2288 Mom".larmotobofq.00 Services uc. (205) g64-Ot80 m 10110=17 10006=17 102112D17 Approved O L C 1. 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I of I 11suom Florida Departilent of Business & Professional Regulation Building Codes and Standards Pop I Of I 115=18 Florida Departirlellt of Business & Professional Regulation Building Codes and Standards pap 1 or 1 1/swis Product Approval Application DshnD Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLET04 I IL raft mme Ymen mastiliallim Ermw or to= Emarau� v.udaldIN,r Dot let VfYa" SWmmW DataPWAm 20 FWAmmW Amom4 States FLOYS04til 221111 brae VmMn ManaMmmr seats a contact EodmoorA Licemse YsidMWlk 2m 20 Dab P.Iwkm veldmd AWN" FINDAmmxal Does Am®md BOB Saes ems Version Mauuiamioc Law or gored Enakmw&.Llam VeHdmbd By 2m gate Dos Parasite VdldMW LIAIMLst FWAmmoval gm Awrarad ahm ccopt lore! vow MesurMmhnr grAk at groat EmloaLalferesei dh L gm Rat Velldmd LWmWwf ore Pendm gm FMAgoroal AMM Q R"lelo t 2017 Boras Rooting / Monbdfe5b Category: Roofing Lucaugaw R-flg Tom Compliance Mstm4- EvakbNon Report from ■ Product Evaluation Eatly Thom" Jemnad U(PM0 UnAonl Evaluation Gary W. Waaar (602) 289-2288 Services LLC. (205) 854-0160 Momas.Ism-tl@boai.- m 10/16=17 IOIOV 017 1=2017 Approved Revision 2017 RAYU94111 ProddreA 9oml Roofs I MonWLlfela Category: Rooting SubCotogmy: Rooting Tiles, ComplianceMethod: Evaluation Report from a Product Evaluation Floc Thomas Jammed IAPMO Unibm Evaluation Gary W. Wasw W2) 2W2288 Services IlC. (2051854-0 00 lemrlet®bwalm 10/182017 10MM17 11102017 Approved Rowasom 2017 Okbq Protection Products, LLC, catenuy: Shawn C Method: Evaluation Report hen a Florida Regbbad Archwd of a Licensed Florida Profenlonal Erguaa Tun Robinson Watt A. TNN Jr., P.E. John W. Knnnkh, PE (954) g89-7545 PE44167 (954) 772.62M .rchm ��nd 09/OS 17 OW312017 09/112017 12112I2D17 Approved Review M17 GbWI protection Products, I.I.C. Category: &Mbrs Compllenq MMod: Evolusda Repad hnm s Florida Registered Architect or a Licensed Florida ProMebrla E,*— Tim Robinwn WalaA. TNR Jr., P.E John W. 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Am[oved for UM Approved .for Use In H� Oases.NVHZ Yee Y" IMRI d Roollum Y" &rim proessurns WA tJ iErnailm 22LE 2 ProductMdeL Ihm*K 24 Gags Galvanized Steal Storm PaaleRNVHZ QU.WAeYdra Contract Exoksdm Dole Corrugated t3aNaNmd Seal soon Parab retained 12/3IM019 or not by Necks to provide hurricanes promotion. Amrslmd.1,ibe Approved in Irv¢H No Nor Use a" ,MINIM Y" Yes Doom WA _g a SHEET N0. P.A 1.2- AT T nIITIcl [. I � 11ti l iIT�� IIIT116 1u�..f 1 „� , Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 1n/2019 Product Approval Application Detail moon OEM Code EDWy or 2di 2" Date Panding 20 Type Version Manufacturer Contact Enalneer&Lt.-. Validated By Validated Submitted FBC Approval Approved Status Revision 2017 All American Shutters and Glass Mike Berblerl Frank L. Bernardo, RE Troy Bishop, P.E. 04202018 10=2017 04202018 06/12/2018 Approved Category: Shutters (561)712-9882 PE-0046549 (954)947-0880 Subcategory: Storm Panels mlkeb@allamericarishutle Compliance Method: Evaluation Report from a re. - Florida Registered Architect or a Licensed Florida Professional Engineer Duality Assurance Approved for Use Approved for Use Impact Deslan Sea * Protlud Motlel. Number or Nam¢. Preduct Deacrtption Contract Expiration Date Jnbyyj Outside HVHZ ReslstaM Pressure 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 12/312019 Yes Yes Yes N/A FLI 119!ffi cedt Ixm Version leeDlliligim Ra ilsbn 2017 ITN Bui dkg Co poneMe Group Inc. catg«y: Show" Components subCWgory: Trues Plebs Campltnoe Madnech Evaluation Report from a Product Evaluation En* Ant product ModDL Mutates cor Ham 4 ITW BCfi/AlpM Wave Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 1442018 ED1BL9r DeM Rent Dab PWARM Dent contact EmaRKAM ! kdmd a YalOOtl Ilmmahl IEcapprsnMl Aggtame so" Stuart Lewis ICC Evaluation Service, LLC Will- M. Re niei PE 061Q=17 09107/2017 09/212017 Approved (547) 9184473 (407) 681-1917 elewbQalpnetw.mm . Autuaroved At too Approved focthe kMet DOW Dab!0}BR1L QJ ! P Matt Com clor Piste 12/312022 Yes Yes WA WA FL81209 4 cedt Z= version Monufleclaw Revision 2017 rIW Building Component Group Imo. Cat90ry: Sbwtural components aubCatgay: Trans Plebe Compiant MMhod: Evaluation Repod from a Product EveWNbn EMI* Ala Product YedN. Nunhr«Nam 1 ITW BCC/AVM Higher Strergm (H &rip; S) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 IlMIS Ends, or 20 Dent DIVA&atlpp 21M c40hrd PPmnw1Ll- YeBlelqllt Yam Elm ISM Approval Aaaefml AMM Short Lewis ICC Evaluation Service, LLC Willem M. Ronled, PE OW1 W2017 09/07/2017 002120i7 Approved (647) 9184473 (407) 681-1917 stwt®elphreftw.00m Cluster Assuranoo Aporaved for Use Armed for IMR19 Del■ PmNEd psmarb3ow C*rAtaftEDkafimDab it, HM DMMat1 VHZ Belot PJma■ Meld conned«PWe 121312022 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap I or 1 '115/L018 Fu2tn4Y satle Enfta Lids Dent NM&edlpp Dent mm! YmMo leegaill"ml contact Eodrese[.BLIam vrldred e. Yiu&Ad Eubmim Fact Approval A--d1 OMaa Revision 2017 Mll ok I,Ak.Uk , Inc, David Wed ICC Evaluatoo Service, LLC ICC Evaluation Service, 10f1gr2017 10/19=17 1n2212077 Approved Category: Structural Component (314) 851.7480 LLC. Subcaegory: Trues Piste dwert@nMLcom (205) 599-MM Conlptsnt MOW: Evolution Report from a Product EvaluSon EMI* Fta21A419 Prudreb .A.■)! Product Model. Nunbm«Noma Prs1,a�.lMemot� .L� Aa �!!e .MVHZ REWRWM pealrs 1 M18SHS 18 ga. super hips strength gnus connector plat 011012023 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appiication Detail Pep Ian 1150018 FL#419*M 9211111111 Enft 21M Dent Doha no mVm Va■an mhadhom Contect ErKmw a Lhede Validated By Yew Pill Approval approved Allift Revision 2017 ITW Building Components Group Inc. Stuart Lewis IOC Evaluation Service. LLC William M. Rolled, PE 091192017 0910li 09602017 Approved Category: Structural CgmpoMMe (847) 9184473 (407) 681-1917 subcategory: Tnwe Plebs sbwls®elpi ea#.com Canpgrn« Magrod: Evolution Report from a Product, Ev""M Err * 91MId3cAur■gga Approved for Use apprmredMLLhe IMOM Detl■ Eed2or Nam Product 1. Hv lZ QuoldelHV2 now" Prs 2 RW BCrdAfphe Mines Piste M.W cmmc or Pleb 12y312022 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs 1 off ir"18 RM61`4ts Oak EI>t!M 9[ no Dffit Deb P sisal DJIM Item V..I- meals ppIrM contest Prppheeillown-Wooded Bv Yalldod EmmEled PROdpprsnW Approved two Revision 2017 Mnok Industries, Inc. David Wed ICC Evaluation Service, LLC ICC Evaluation Service, 10/19=17 101192017 10222017 Approved Cabg«y: structural COmporwMs (314) 861-7480 LLC. subcategory: Three Plebs dweriQmS.mm (205) 598-9800 compbnce Mated: Evaluation Report from a Product Evaluation Err * 6 siWBLA AshoroveditorMat AgRmmd erur 1M09 IOW■ gag Product Milder. NgmMrInlflltli DtMli Resistant!S!g!■ 2 MIi 16 18ga.Wsamnnertorptt 01101202,1 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Starldafds Product Approval Application Detail Fspe 1 a I IMMIS Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pape / d, 1=18 Florida Department Of Business & Professional Regulation Pap t d, Building Codes and Standards 115l1O18 Product Approval Application Detail Iaa2ta74Y rout EntBLs We D!M Dow Panding 221111 Ra2197.a8 Dedt Enthvla 202 21M Do*POKOW Dail R Sredt E■elss R!a 292 DoftPendlnm Ra 2Ym Version IlmuhaWrsl closest enchroser A Lhorses Veddetedav Yddold bilaid l FOICApprsxri Approved AMR ]Yee V-km Yew Dmtvd Eppimstillrsa I V IW bdav Yaw" Awmlbd PlS'r.Apprsval Apprsfmd At" mme Vrntian YelfhahiOL coated FmloeL&Lk- V IkkWda. MOW" tW4mlillog iBCApprslnl approved EMga Revocal 2017 Mnok Indoldes, Im D" Wort ICC Evaluation Sa vca, LLC ICC Evauaton Service, 10119=17 1a'19ft017 11ORM17 Approved Revision 2017 MITek Industries, Ina David Wert ICC Evaluation Service, LLC IOC Evaluation Service, 101192017 1 W19=17 110122021117 Approved Revision 2017 Weyerhaeuser Rob Baldwin ICC Evi lutlon Service, LLC James A Rcehman, P.E. 0BUM117 06202017 071032017 Approved C.b.MY S"MW Comprmnb (314) $51.7480 LLC. Coveter Spookiest Components (314) 851-7480 LLC. Catpry: Structural CortponeW 9244476 (B08} 839-1944 aubCabg«y: Trusts Plebs dvwrt�mt.cro (205) 599-0800 erdCata Truss Piles dwertQmlLmm (205) 599.9800 Engineered Robs a CampllrRe Mstled: Evaluation Reportfrom a ce :rr* ualbrb Report /rOnn a : E*valuatlon Repot Irom • eaeg�r-�� Pro" Evobotbn EMI* 19J2197419 Products PCrnWtroduct EvawluC�n FLe27l74tl Products Product Evaluation Mahon PLM8274M Products $!1t Produd Model, Number or Him OuLgW AeI■oe Appr9Yed for U" Aecroved M Use PmdLOLONGdotbn CoaftmEmdnMimDlb In HOC oumwo Irl imod RMIML P� ElaE Product Yodel Number «items GMNtLAersede Approved Mr Uft appmYedfor Use Pt In Oudiocle lOg6 mow now Rosk&A Pressure !tile? Product Model. Wanbar«Hum Aaproed ter ties Irsmfd Delm Pam. 1!114!IY. &Wdw !!feam 4 MT20 20 ga. thres connector plat DIMI/ 23 Yes Yes WA WA 5 MT20HS 20 go. high alengt tows connector plate 011011r2023 Yes Yes WA WA i Microltm LVL Lentnam tureen Lumber DWI2019 No Yes WA WA Florida Department of Business & Professional Regulation Pepe t or l Building Codes and Standards 1/5/1018 Product Approval Applleation Detail FLMS274rs mm V.W- assubmilis C.1doet ydmmbdm Youd" Eggglod Pffirdponeval Anom AI Revision 2017 Wsyrhasusr Rob Baldwin ICC Evaluation Service, LLC Junes A. Roman, P.E. 082=017 0W20/2017 07A N17 Approved Category: Structural Components (253) 9244476 (008) 839-1344 subCateeorY: Engineered Lumber RobertBakkvhl*W"Sd!a l;oobptenboe Metled: Evaluation Report from a aueer.00m Product Eveluatlor En* It" P conb"axolmdmoablatMli apprf dfor Use Approved Set USS oubklo Jbli Imam Dallas moshomt Ptlelu 3 ThnberSSmd LSL Loltrtatd Stood Lumbar 03/3112019 No Yes WA WA Florida Department of Business & Professional Regulation P.p t a t Building Codes and Standards 115=8 Product Approval Application Detail FLe17744ts come Ymhn Nalhoa■c cosh E,,k-ALIem Mandeb= mind" Eahmum FdcAanrstW App®oa to" Revkden 2017 commercial ConcrW Producto,ina Robert Glib THUY N. HUYNK John May 107420117 10/1321Y77 10262017 12112rAW7 Approved Cebgory: Structural CompotMs (813) 659.3707 PE 60122 (352) 58"311 subCaogM: Products introduced as a Result of pmce.gstora*ohm.mm New TeWelogy Campbell Meded: EveBwtbrt Repro from a Florida Registered Ard td or a Licensed Fbdds Professional Engineer Eel[ Codes, AeteMme Product DOWDOW compact ExpksUm Dab Approved Star Use AaaoaastMLMn InMvKZ L 11■ast DOOM NFhOmt 17awrM 1 Qua6* People orCommrctl Corneal Product Proust and Progreseed Comets Unish 05262024 No Yes WA WA FLaM274Y IM item Version mmanldea■[ Revision 2017 Weyerhaeuser cabegW. Structural Components SubCWgory: Engineered Lumber Cam lhonce Wlhod: Evaluation Report 8rn a Product Evaluallen EMI* Ri6e27.1Y Prodrts EN! PfoductMOCIOL 4 TJ Rim Bard Florida Department of Business & Professional Regulation Bulldog Codes and Standards Product Approval Application Detail P.ptdl ItMIS E Rent Dale Data tea no contact it y.lwmwa. YNMWI EummM d FedlApprslltl App1anII EMaM Rob Baldwin ICC C-voluallen Service, LLC James A. Rothman, P.E. OW=017 081202017 07)0=17 Approved (253) 924-6476 (608) 839.1344 Robert.Baidein®wayada elwr.com 0-MyaelriuSso Approved for Use Approved for Use Mal Del■ PmNOtMpages, InKVHZ Do"MVZ lteh" Piaelm Structural composite Lumber or oriented Strand 031312019 No Yes WA WA band Rim Board Florida Department of Business & Professional Regulation Buildlft Codes and Standards Product Approval Application Datall pap 1 or 1 1152018 cede Eedacm Pint Dent > m Dent Illm Version m Contact PaemaAlhe t YdWIl des YABON tWeIIMa tffi.AppmnW Anw-W ANK RevNbn 2017 Weyerhaeuser Rob Baldwin ICC Evalualkn Service, LLC James A. Rothman, P.E. 08222017 06/2012017 071=017 Approved CatelOry: such urit Cor pomnb (Y53) 924-WO (508) 649.1344 subcategory: Engineered Lumber Robert.Baldwln@xsyerM Comptnce Method: Evolustlon Report from a au.er.mm Product Evaluation Entity FLOW40 Produab Queft Asom a AthangwId forthe a,,r,,d for Use food Detaa Ala Product Illocial. Number or Nam Won Dab In HvHZ oubdo gooivbm p� 5 Weyerhaeuser Rim Board Oriented Should Board Rim Board 03/312019 No Yes WA WA season crowds Florida Department of Business & Professional Regulation Page 1 d2 Florida Department of Business & Professional Regulation Page 2 012 Building Codes and Standards 3262018 Building Codes and Standards =812018 Product Approval Application Detail Product Approval Application Detail Sao # Product Model. Number or Name Product Description Contract Quality Assurance Expiration Date Approved for Use In HVNZ Approved for Use Outside HVNZ impact Resistant Design Pressure Cc& M or Data Data Date Pendinn Data 16 26 Ga. GulfPBR Min 26 Ga. GulfPBR Rod Panel over 1x4 Wood 04/122024 Yes Yes N/A +N/A/ ,jyyga Version Manufacturer Contact Engineer 8 License Validated By valldatetl Submitted FBC Approval Approved status 19 26 Ge. GulfPBR Punins over 15/12&quot, Plywood Min 26 Ga. GulfPBR over 15/32&quot; Plywood 04/12/2024 Yes Yes N/A +151.7PSF NW Revision 2017 Gulf Coast Supply & Manufacturing, LLC, Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/102017 10/172017 12/122017 Approved -154.7PSF Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 20 26 Ga. GuIfPSR Min 26 Ga. GUIIPBR over 10 Wood Pudins over 04/122024 No Yes NIA +N/A/ Subcategory: Metal Roofing info@gulfcoastsuppiy.mm 15/32&quot; Plywood -151.7PSF Compliance Method: Evaluation Report from a 21 26 Ga. GulfRib Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +NIA/ Florida Registered Architect or a Licensed Florida 15/32&qud; Plywood -164.2PSF Professional Engineer 22 26 Ge. GulfRib Mn 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ FLiR1186fi18 v Pmduols ". :• ' , _ - _ .. , - 23 Z6 Ga. GulfRib Min 28 Ga. GuliRib over 15/32& ud Plywood 04/122024 Yes Yes NIA +159.2PSF N/A/ _ _ r .-- .,-159.2PSF Quality Assurenm Approved for Us Approved for Use Impact Deslan 24 26 Ge. GulfRib Min 26 Ga. GUHRib over ix4 Wood Punins over 04/122024 Yes Yes N/A +N/A/ Sag # m Product Model. Number or Name Product Description Contract Ezplrallon Date in HVHZ Outsltle NVN2 Resistant 15/32&qud; Plywood -164.2PSF 1 0.032&quol; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/12/2024 No Yes NIA +N/Al 25 29 Ga. GulfRib Min 29 Ga. GulfRib over ix4 Wood Purlins over 04/122024 No Yes N/A +N/A/ over 15/32&quoL Plywood -108.5PSF 15/32&quoL Plywood -123.5PSF 2 0.032&qud; Aluminum Gulf Lok Min 0.032&q4d; Aluminum Gulf Lok 16&quoL Aide 04/122024 No Yes NIA +N/A/ 26 29 Ga. GUIfRib Min 29 Ga. GUURlb over 15/32&qud; Plywood 04/122024 No Yes NIA +NIA/ Roof Panel over 15/32&qud; Plywood -116.0PSF -146.OPSF 3 1&qud; 24ga. Gulf Snap 1&quoL Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS 27 29 Ga. GulfRib Mn 29 Ga. GuYRo over ix4 Wood Purlins over 04/122024 No Yes N/A +N/A/ over 15/32&qud; Plywood 7116&qud; O.S.B. -101.OPSF 4 1&qud; 249a. VersaLoc 1&quoL Versaloc 249a 16.5&qud; Wide Rmf Panel 04/12/2024 Yes Yes N/A +N/A/ 28 29 Ga. GulfRib Min 29 Ga. GulfRib over 7/16&quoL O.S.B. 04/122024 No Yes NIA +N/A/ over 15/32&qud; Plywood -138.5PSF -116.OPSF 5 1&quoL VerseLm .032&qud; Aluminum 1&quoL VerseLm min .032&quota Aluminum over 04/122024 Yes Yes NIA +N/A/ 15/32&quoL Plywood -101.0PSF 6 1.5&quol; 24ga. GulfSnep 1.5&qud; Gulf Snap 249a. 16&quoL Wide Rod 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -116.OPSF Search Criteria 7 1.5&quoL 24ga. Versal-oc 1.5&qud; VerseLm min 249a. 16&qud; wide Roof 04/122024 Yes Yes WA .N/A/ Panel over 15/32&qud; Plywood -123.5PSF Code Version: 2017 FL #: 11651 8 2&quoL 249a. MegaLoc Min 24 Ga. 2&qud; Megelm 18&qud; wide Roof 04/122024 No Yes NIA +N/A/ Application Type: ALL Product Manufacturer: ALL Panel over 15/32&qud; Plywood -108.5PSF Category: ALL Subcategory: ALL 9 24 Ga, Gulf Lok Mn 24 Ga. Gulf Lok 16&qud; Wide over 15/32&qud; 04/122024 No Yes N/A +N/A/-96.7PSF Application Status: ALL Compliance Method: ALL Plywood Quality Assurorlee Entry Contract Expired: ALL Product Model, Number or Name: ALL 10 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/122024 No Yes NIA +N/A/-93.5PSF Product Description: ALL Approved for use In HVHZ: ALL over 1x4 Wood Purlins over 15/328:qud; Plywood Approved for use ousltle HVHZ: ALL Impact Resistant: ALL 11 24 Ga. Gulf Seam Mn 24 Ga. Gulf Be... 1 3/4&qud; Snap Lock, 18&qud; Wide Roof Panel over 15n2&quoL Plywood 04/122024 No Yes N/A +N/A/ -108.5PSF Design Resstae: ALL Data From: ALL 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/A/ Desid. To: ALL Plywood -15647 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over I5/32&qud; Plywood 04/122024 No Yes NIA +N/A/-131.PSF 14 26 Ga 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1z4 Wood 04/122024 No Yes N/A +N/A/ Purlins over 15/32&quoL Plywood -156.5PSF 15 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&quoL Wide Rod Panel over 04t122024 Yes Yes NIA +N/A/ 15/32&qud; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud; Wide Roof Panel over 04/122024 No Yes N/A +N/A/-63.5PSF lW2&qud; Plywood 17 26 Ga. GulfPBR Mn 26 Ga, Gulf PBR Roof Panel over 15/32&qud; 04/12/2024 No Yes NIA -NIA/ Plywood -154.7PSF -- -- - �-T--F, l u ,;i1b- -I.911rill if llll�l !li! Florida Department of Business & Professional Regulation pope I'll Building Codes and Standards I ar2ole Product Approval Application Detail lllti994m Dede Eager DSM )ah Dab P&Wbw Dent LM YmMn meaftlilm cm Methodist! By V>Ndaed AUbM d FWAea®uI AppBared Etaga Revision 2017 nil Buldng Compon" Group Inc. StuartLewis IOC EvWatlon Service, LLC Walam M. Ranieri, PE 09192017 09=2(t17 092/2017 Approved Cebgory: swch" Component (647) 9184473 (407) 681-1917 SubCMapory: Truss Pisbs ebwt@alpine8w.00m Comp6anee Mehod: Evahwtlon Report from a Product Evaluation Emi* FLOIemimm Products E!t! ProdreMedelNumberorwur 9�LAMrooce Anoro edMur ApplmMtlmclMe based DWeO P r�Eil a In HVHZ Oulahle MVHZ N idat Prow- 3 ITW OMAO»Tmbz MeW Connector Pit IMI/gg2 Yu Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pageldl 115=18 ama4Y &ens EaYCLgr 21k 21M Daft Elieft 21b Item V-1- Milaideagas Val W' V Ud bd fimmme EECG aoo[mat Apptsafal EYYa Revision 2017 MITak industries, Inc. David WVed ICC Evaluation Service, LLC 10C Evaluation Service, IOMOM17 10119=17 1022J2017 Approved category: shmbxw conponmde (314) 851-7480 LLC. Bobcats": Truso Plain dwerl@mlLmm (205) 599-OM Com9ltnre Mabod: Evaluation Report from a Product Evaivatlon EMtiy Ra7t974Y Protlreb Approved for .the Aggrieved for too labeled 22ME mat Product Made). Numb" or Nam In gloW& HVHZ 1lelHant P,rossurs, 3 MTISHS 18 go. high Shinto truss connector pleb 01101rim Yes Yea WA WA Smooth Creole Florida Department of Business & Professional Regulation page f d t Building Codes and Standards 1Ano18 Product Approval Application Detail FLM62Y.Ra Coot EslMet We &ant Dab Parreffirsix 410t m m VmMn m eadediaga Enab La Llemt Vaadabd By mliwdw oLdl obw FEcaoaroval Approved Al" Revlebn 2017 Weyerhaeuser Rob Baldwin ICC Evaluation Service, LLC James A. Rothman, P.E. OBI22J2017 0612WA17 07/03I2017 Approved Category: structural Component (253) 9244 470 (008) 839-1344 Subcategory: Engheeed Lumber RdertBsldwN®weyeda Compensate Moo oh Evaluation Report from a suer -corn Product EWkbabon EMS* PLM6274Ra Products Produ ct M1ModeLRunt««Rams Apnrovedfortoo A .the ggaw DLI® j cs>a�- InZ A adeldo HM JIB PJesame 2 Pamgem PSL Parallel Strand Lumber 03/312019 No Yes WA WA Florida Department of Business & PrMesewhi l Regulation Building Codes and Standards Product Approval Application Detail Pop 1of1 1/51mia VAINUM cede E9tbf 2111 291 D pp Dent mu V-1., 0half(a'igl■ Dmlyd immol ea MdM 9mmWed FBCAooNrM Approved INK Revisisn 2017 CAST-CRETE US& Inc. Crag Perrino Miemt-Dads BCCo - CER Mkwn Dale BCCO - VAL 11/142017 1 W1820n 11212017 Approved Category: Sb c" Components (813) 5214641 (78tr) 315.2590 Bute Prod cis Introduces d as a Result of q gdno®cestret.mm New Tedurrology Compliant Method. Certification Mad «Ltdng Fl)76a4N9 Fmdrte Cluster As� EltE P7pdxde4edeL Nuanbr«Name AppAuocoed brut IM09S )Mel■ P 1a18d>i Doolittle MVQli slaida Pressure 1 High Sbtngb Condets LMsis 4, 6, 8, and 12 inch wile lintel ml ir2D18 Yes Yes WA WA N ({J U Q. O U) _v O CU '= VJ OICU O O W ICU O ICU .W -0 E 0 Q) CIO O L Co .0 ``-^ VJ Q Z Z LU J Cn Clio CIO Cn 0 ♦n�' W U) O L- CL U O L V, cn cW G Z z Q J d SHEET NO. PA 1.3 tvfl