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HomeMy WebLinkAbout3004 Moulden Hollow DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3 DETAILS S4 DETAILS ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill S5 DETAILS SS RETROFIT DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. 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 BookSheif FXD GL Fixed Glass RM 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 8m. Beam GFI or G.F.I. Ground Fault Interrupter RS, RIS, RISH or R&S Rod and Shelf - - BOT or Bot. Bottom GT or G.T. Girder Truss SD 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 — CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir - CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insui. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community COMP or Comp. Compressor KS or K.S.KNVaII Knee Sp KS or K.. Knee Space SW o S.W. SYP or S.Y.P. ShearWall Southern Yellow Pine1:1 � D a CONN or CONK. Connection LAUN or Laun. Laundry TB Towel Bar CCont. Continuous LAV or L Lavatory TEMP or Temp. Tempered CTT or or C.. T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken a 71 [7 FF I D or D. Dryer LL 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 M AS 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 ❑ E El Eil❑ DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW 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 UNO 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 MW or MICRO or Micro. Microwave VB Vanity Base co o DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical NDVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ orw/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) i 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 or WDW. 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 WC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height Wul or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot W' 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) 00 O REVISIONS O J 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. N 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL o 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL 02 FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID 1.2 2 FOR 12 MONTHS AFTER THE DATE IT _ IS SIGNED AND SEALED OR WHILE ; d ALLWORI�4 �L� 1��C� .�-JAILING rVIEW tDATTU III&I CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES lZ AND �01 `�il'�+ H , . r ILL LAB'S EXAK� - OF CODE SECTIONS. ®�QINAhdO INL SEE FBCR (CURRENT VERSION) FOR 0 �[fvl COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors 0 It is the intent of Designer/Engineer listed in the titieblock of these o documents that these documents be accurate, providing Licensed i Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to N construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding 1941 the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the Y agreement. C.9 zM 0 — o Z N Z Q13J t� z c� CO to W �V — OLU o C6� Cl) m W rCo cp M M M = Q> O O O -LLco rn Go Q CM v avv rn Q d A 1 B D® N C S D C � N N 10 N 121IC"-aZ Z W � � z U) inLL ^o-� rzl w W N� w W t� ¢ r w �� C Z °x w 2CD a CNU) LL 1 W Q �¢" a tw ww �-. cam; � �• .� �� `NN f� v tej� ��' � • (rj O F E S S`O�` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa,com oZ 0 �o Z �F ¢a. LU W 0o e0 ZZ V Q y 0O Z WZ U � J I— iiCL0,0 O LL b U LU � O L Q LU Z O y r U Q i Z Z `./ Ir w F Z O U = W . J 2:O Co p �a-- � N Z¢Z W a � a¢ I-0,0 S0�° z Z *—t < u o LU J L1') rl Ll.l Q z a l; Z m 0az M z � �oS �t M� W �4 J Tw y -� Z � SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO' 4sO SHEET NO. S v Z r IL m 00 Q 00 E 0 s r7 00 0 N LLJ A D S3 S3 H.B.+ '^ v! O�Lu r I ' o1 1 T 8„ I r OWNER'S SUITE B CARPET 5-SH - - - - R&S - - - - I I I ci I BUILDER TO coPROVIDE APPLIANCE p PROTECTION 2'_6" WHEN REQUIRED PER FBC 2 CAR GARAGE 1 11 8 -0 CLG. 20'-08" I I I I I I I I I I I I I I I 1751J 6" DP �- W. I.C. CARPET M_,1 T 7'-8" I I I I I I E TZI TIE - - T M W I 00 CD 000 3 I C, 54" I o - ` EN (4) 2x4 #2 SYP STUDS FIBERGLASS W/ USP HTT4 @ BASE RROU 4'-0" I �� I FAMILY R M 9'-4" CLG. CARPET 23'-08" in 2668 HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROO I I I EDGE OF SLAB 2" BEYOND WALL �v K S3 T 11 1 1 IIX cal II14 Q �I K (4) 2x4 #2 SYP S3 STUDS W/ USP HTT4 @ BASE I O I I p l ( I I I O= I I � I I > I O 0 X I I I If- NOTE: FINISHED I IC7 WALLS TO BE I I FLUSH. VERIFY IN I I FIELD. I ----- ----- CC D It S3 G.T. _ I l I I I I I I I I I o zo rn T o _ 2 TYP @ 1 STORY A S3 O^ N - 00 CD 60"x36" SHOWER D T nCi AHU ;TILE R.A.G. T-10" PT. W OPT. D ' 2:12 VAULTED CLG. _ :4-- _ - 60 `� 8 T-8" 8 LO 10'-108" 7%1= 0CD V" ' NTRY 8'-0" CLG, C9 io 7 ' 9'-4'cL in 61, 1 V-73" i� 6'-1011 iv HDR AT T-4" ------- _ -------R&S------ `� 2668 iba0 4'_7,1 8'-8" iv 5'-4 `' I �� r 2668 ,- r ^� 14'-611 4'-0" N --- - - - - - - 07 A. op in I 0 I - PATIO CAFE 6 1- 1 8 0' CLG. �? O cn CARPET E t I � 5068 B.F. OPT. REF. rt BEDROOM s'-o"CLG. I CARPET I I 2, 11 10'-4" c� 2 BEDROOM 3 8-0 CLG. CARPET -' 10'-42 I 4068 B.F. I BEDR OM 4 8'-0" CLG. ' CA PET 10 _ - � � N �Q 6� 1 "' -- ------� F - - -� I i I D.W. I o� o SL- 21 - 8 b w coo 8 _W vow `na O �c7 w {�o. cv r Q CV > 20'-6811 _, U -- _ -' QO--- 2'-4 I I - ILE SI KW/ ISP 21 g,,as v v ■ / I 00 AC PAD I IN 10 PANT Y a =W FLAT L . LO= rEl 5-SH 16" DEEP ,� "' li o0 106 2" I C7 I o0 TYP @ 1 STORY A S3 TIE "'CD j I FIBERGLASS I SURROUND °� - - - - - ' : O 0 : - r r � H 13EGRESS EGRESS A OS3 O 19'-6" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 114" 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 18JX25j S.H. 13 20 X 38 j 18 4 X 37 1 S.H. 14 20X50j 184X50 S.H. 15 20X63 184X624 S.H. 16 20 X 72 18 J X 714 S.H. 11-12 271/4X26 26X25j S.H. 11-13 271/4X38j 26x373 S.H. 11-14 274X50j 26x50 S.H. 11-15 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37jX26 36JX251/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 J X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 4 X 62 4 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 - B1 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 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 ® +28.3 / -36.4 O +26.16 / -28.0 OF +26.6 / -32.2 GEE SN SHEET O SEE SN SHEET 140 MPHtWiiii 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 MASONRY • • i l TYP. 2x FRAME WALL � BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE FRONT ENTRY TOTALAREA 416 24 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 0 r z M _ o zC) z Q a Cn (D cn (DM 4--J w C� U W t/) c o o 0 CO N W 1- a cM M N M C -O M N Mfg _ cN O o cD I \ 0 LL oo - Lo 8_," am Q d A I B D. N C B D C ,D *I r_ N `D N 12Nc? z11 m r P 19 c a U) Z W` [2 iwf. � rn'LLo � W w W �� d W W > � LL Z O �V1 o'0 �° � Q LLZ��.12 Wp�®a�'cWO& Vo 1111 fflo d�ww34G.0 a � N L 0 F E S (IIII1,Itt#EEtt 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 0z �o Q Wa� 0� U 4 OU O U Y z(umwz ��co a co J " o ^ a- o r u O z O _ T� ILL. 0 0 �.}. V (� a �W = T O O z W O m 4 o¢ z<Z;� aaf� Z Z o �a�� W -J �r/�i Ln �--� LLI LL c G - - a zz o r- Y V $�0 z z <Z �az CIO06 O � _ no rn -r-4 a V) o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 4mO SHEET NO. 1.0 g'-11$" 2'-841 I MIRROR �U- v v I o 0 I co co 00 CD :4*0 — — - i n M ao 0 O 411 m � �L J OWNER'S BATH OWNER'S BATH BATH 2 x 00 0 co 0 J I N C N C 3 9 9 co r" HOOD CL p O O O = N N ao J O C C DW- - 0 C7 O O M OPT. Cn RANGE REF. KITCHEN ISLAND KITCHEN KITCHEN N N w INTERIOR ELEVATIONS Y SCALE: 1 /2"=1'-0" MIRROR M _ O z N as d_ a U) z t/') Ul LL, Ct5 0 � V P ♦ V O O Fn N l.l.l E cc) M M O o N y L lL � 0 0o c a� HEEL T.O.M. - HDR HGT. 8"x8" SMOOTH TEXTURES CORBELS - 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND 5 12 5 � 1 14'-0" RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. - - - - SPECIFICATIONS --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- -I DF71EIDDOOD0 FD_ I D F17 7E1 E I F � 111 1 ' D D El _ [71 El El [71 E-A F �_ ff 7117 -7 F-71 r7_1 E �_ F 7-L -------------- 12 00 LID C) 5 -J l T-0" RIDGE VENT 0 N W Y FRONT ELEVATION - B1 LEFT ELEVATION - B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering wl 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 ventitated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN, OF NET FREE AREA /LINEAR FT. • OFF -RIDGE VENTS 138 SO, IN, OF NET FREE AREA UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. tJ `� zo —o z�z a U, z Ln a) C 4--J w �V — O`J y m N ~ E W O cco o00 ✓ L ao LL-00 o rd 0 �1 rn N o-o "0 Qvv rn Q o Al I B D. E N,� '1 N N V 00 6 Z LU Z z U) g w W N w W � 1! L f Z O �0 CO LL."r 014 AM O z ., F AR O F E SSA 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz Q z Q aco � SF z w¢ceW v Z O O QO Z UW Z Z r=ryyowz C d � J M '< 8�� w�FF-N W L �J W Zzz } U E LU Z Z `' V 0 0 J W 00 dz z ¢ U U f O -` O U t'V LL J zaza ILL'a� Q ¢ w W 28- Z Z 0 aR W az rl LJj 5- GLnH< Q L <az M Z Z z Rz m Z W �o �z rn 6 2 ¢� r-I t- V) o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 4mO SHEET NO. 3.1 �I00 0 0o r. 00 0 N N Y c a EXTENDED OVERHANG TO BE CENTERED — ON DOOR 14'-0" RIDGE VENT REAR ELEVATION - B1_ RIGHT ELEVATION - B1_ General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 $0. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. zm 0 —o z N z� cc CI_ U) z N CJ'> 4-"J W �V — 0 w C' o �� U o n m C"!W p a) Cl) C . M S wi 'a: o N O U a00 LL oCo o �C (M no u.) Qv rn Q o Al ® B D. N C B D C -o-- I N N ci Z LW gZ e z Q w LU Ni W ¢ Z �LLM ZU)MEW �Q afz ��biVNo) � ` r r ' cc //i///�/ "R O F E S5\0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz O �m zd <g zw ¢ � X OzwQ�Q� U400 F-- Q =�wz �OJW L ffil OwFcOO W m CA W > z f LU z ,�/ ILL a G-0 0 z o U = Q> Q Qcr: y . I- Y 0 �- OU N A 1 ` 0 0, z¢za w Q<Lu w Z z w w 0 o'er t L U J Ln rl Ll.l Lj.j Q Z a uJ z oU n a I<Lu o 10 M Z o 0 Z J In 0 � 06 : 2 a SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO- 4mO SHEET NO. 3.2 -F - -I I I ( III 1 1,11 NA'i i-1G '.."i.1 IL il11 1 I Iti , 00 jL N 2. 1" N N 2" N e0 - `0 �• VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 1'-10" =,N ^ N _ 12" CAP 1" RADIUS A 3 1!2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1/2" RADIUS 1" 4" VARIES VARIES "' c8 �'N CAP N zo 1" 1" 1' 4" 0 `� N 22" 12 1 1/2" RADIUS VARIES VARIES r 1.. 1'-4" 1 4" 34 a MIa � HIV r ,- 1„ 1„ 3" 41„ Mid N rZ 3 SIN 4 4 2" _ VARIES 12 2' 2' 32 11" 32" 1" 1° 1 $, 1„ 2 1/2" RADIUS BASE (.0 � CV BASE 4 yam. *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHENtoE REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2" �N �6 1'-6" 1" 1'-4" 1" 24" • 0 (V 1-1/2" THICK 1-1/2" THICK 4" 101, M 24" -la '14�d IN ' I� M �t 10" 6" N 1 T 4" 1 2 Eli _ iV 2" 4" 3„ 6" Zn 2" nl cn w rn w F 1-1/2" THICK 32" 24' :- *-1N ro 2'-4" 7" 4" 52" 1 5, 51" 00 3. 4 1" V-4" 3„ 12' , - 27 '� co 4 VARIES VARIES 1 ., z Q > �M I i -- • VARIES VARIES 4„ $" _ -------- ct r N I 60 ' 1 3z 3. �1 irk �ti ��'� Q� KEYSTONE F11 0 - OPTIONAL �� �� ' 4 GARAGE DR. OPENING 4 T _ - 00 KEYSTONE F11 OPTIONAL 34 �y4'43,, 4" WINDOW OPENING NOTE - INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" a Im VARIES 2" fD GO 1 " - �t NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH IsFOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 101, 1.��� 101, 11 1'-63" 1 �" a a a - o CD iv 11" z 54 2'-1" 1'-12' 5T' 7 1' €� CV 1 1 0 - (p N CV 4 00 O it • 2 raft GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH i zM 0 — o Z CO Z Q a Ln � w O w I— NO m O NONNI&po E U m M M N -0 C. M = g? O o 0 C o Q m N o- o av M Q d B D. N C B D C N N tw 10 w � °'°Zz U)3UJJ � C ,-a ~O 45 W W a-. ° w �W� VQ�"� za ��vcG � m c4¢� prL m ♦♦Z V ' o - Eo, Q Z LU a N¢CNLL A WWW.FDSENG.COM 00 0 CV 00 CV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz €€o 3� zQ Zia w¢C,o� Uz00 Z LU Z z J On Q a f w 0 2 u_ U w F N zzL, ; CL z `JCZL F_ -0 z 0 0 V O w U -r UJ g E OR D � 2o5 W U 2 Q O N Z¢1a w�¢ iy-a¢za' 800 z J �{ C a w w c� H Z O � Q Z <az z � �ZS ao Z m 0o g W = �z a ,—I a U0 o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO 4v0 SHEET NO. F1 co ;;t t2 Q t" t- 0 E 0 s 00 0 C14 w 9 Y 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 00 #14 copper to lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts 10 #10-2 copper to WH #10-3 copperto Dryer METER MAIN O 2/0 or 410 SER Alu 200 amp r 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ---------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' 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 FqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Ql EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PE9 PUSH BUTTON SWITCH (OPTIONAL) HD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) Tq 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER _Q ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT S. C.M OWNER'S SW� ITE T c,\ 1 / ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE / I FAMILY RM V V ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE CAFE GFI PENDANT AS PER SPECS \ r SPAD to WP H.B. GFI DISC. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS U.C. OUTLET FOR DW U.C. OUTLET RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH BUILDER H.B. IRRIGATION '- VERIFY LOCATION YGF @ 44" A.F.F. W H ELECTRICAL PANEL 0 I I I I 2 CAR GARAGE I I GFI FOR 1 GAR. DOOh GFI 1 GFI @ 44" A.F.F. I I _ I I A I I / I I \ / L----------- GFI @ 44" A.F.F. in '' lu �����%i1!l11111111111111!!l111111111l11111 M II I) 111 i FRIYOD • M 3ROUGH-IN FOR ._ a1 O- LIGHT PRE -WIRE • I� .. MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" M 0 — o Z N z� Q aZ Ln QD W cn �w �o V — DO `�, o �VIla r^ U o m N LI.J E m M M �p M =ai N 00" u- o00 0 o 0 CL rn Q Ci B D® N C B D C N 10 6 4 Z Lu z o aw z �rN„oo U_ w rj t, ro ui W C V N P W W — Et o a Z p c4Q C) o Z N "� LL 9— IW 44 N¢M C q O C) V O ❑ WWW.FDSENG.COM 0 CV 00 CV 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 - ResidentJ al 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 Za F� Z w ¢ c, X Q Uzoo ^J LL Z U. Z Z 0 �o�W J Q 0W � � U 8Vo L Q Z U2: <Z z a W J '4 �Q W O O �w U = US9 o00 3' 0 ¢8 ... 01a J Z<a¢ f� cc C aaLu Z �o 0 o0 Z r"I 8,2 LU J ul Lij �s-"o Z r-i W to v 8~8 rA� Q G Z z �, �o� 1 z w Z 0 06 g = SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO- 4nO SHEET NO. 4.0 c v v 00 to 0 0 C'4 r— E a0 e 00 r E O S M N N ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 21.00000 2,000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) * NOTE* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. z M _ o z�z Q a z V, Ch vi w �U O w Of ZD T E (n V o n m N '- E pp C: C13 Co U = ai O o N U N !:- V- o°OO M Q d B D®' N �O O N a Z W MNodoZ W� Z F °3 � op SLLo � �j w W v' � W V Q LL o a 13 Z p o 0 N o � oa Z1" - Q LLZ 5 Q pWN �wiv.Fp.�rra. -R -< Q7 ° 4 V, FJ Q" •' 'OOF? 0 F E tE l To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 Ul z Q ¢f f� w<�� U400 zaw�X Rzz }afJ a � O��o w w Ln OO uLn L- z O r0 f z �3 z o O J W = VN CL u 0OO 1 L O Q Y UOO�a O� �p, po w<Q0 Q 4a Z 1� LO20 Z 1� z(32� a w J ,Ln-I LLLi Lij Q Zzz Z �z0 �i O m O 06 Z �[ = J 1 a rn ,- 4 a cn 0 SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION N0. 4mO SHEET NO. 5.0 Z m O —' O zC4z d_ a +� Cn (D w Ow -r� � _ `° 0 c� 2 co m N W -.` F-- pE N m m m C co M _ U N-0 O _o N V LV ti � O Y FZ d rn 0. v 0 O a) QAl I B D® N C B D C 'X N �U N yy I� � CD ul 00 z z NLL�.s w w rn� o p' a Z V¢Qmo� ..�s c -j w 'OCJG Offcli tl«ems �l f2e^p 0 iJi"_' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €Oz 3Q Lu za r z zaa w ¢ cG tr z 0 0 zUZ� �owzJ ^Q {mow �C'� z a-_ro OU LL N A '<` O LU 0 " z O r U (� � S 1-- \� M �_� � p o Z LL J W o = O O f ogz µq P 6 y- Y P Q U i{ L• u VV f O N oo� Wz¢ W Q � ¢ g g 8< p O � W O z W Ln di {0,� � (W) z o J r-1 LJ J U) r 8Wo Q z K z Q 0 �z a0 m Z = a� a V) o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION N0. 4v0 SHEET NO. 6.0 Illllillell®II IAwilllll111 � �IA9llnlin'!I'rlfl!Illnli��ln'�fl�y1�1�12�f��I�P°�1A1191�I�II1�G�11AIRF��� (2) ro 2A A S3 T CE T U CJ1 CJ1 MU In CJ3 U CM (S U CJ3 I CJ5 EJ7 EJ7 I A EJ7 EJ7 S3 EJ7 :: EJ7 I EJ7 :: .... ; ..... . A I 1 EJ7 • .. ... EJ7A : i 1 EJ7 EJ7A G .. ... 1 1 7 I D1 EJ7 EJ7A1AG1 IEJ7A .'.'.'. .'.'.'. .'.'.'. .'.'.'. '.'. N tj J11 U . .. ... ... .......... EJ7A c7 (2 CJ31 ' EJ51 EJ7A U .... ..... .... ..... ..... ..... ..... ..... .. ... .......... ... .. . : � ' :7 •C,t3i EJ7A .... .... .... o. EJ7B ; EJ5 I EJ7B M ; ; : ; EJ5 I CJSB . • , , EJ5 CJ3 CJ3A U U Q Q c� Q Q Q Q UQ QQQ� 0Q U U N0) U 7 U U CJ1A Q U U (2) S3 A (2) A (2) A 00 N cV W Y UPLIFT CONNECTION CROSS-REFERENCE ii,e,ta MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 455 320 8 - 8d RT3 610 525 8 - 8d X 1 112" 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"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-112 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-112" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5,B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d 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 3 112" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Old NAILS AND (5) 1/4" x 3" WEDGE BOLTS HITS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d H P2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (6) (A) (+ t 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 1 OR CO T LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. 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. ROOF FRAMING PLAN i (D t2 z M 0 — o z�z Q V) (D w O w c ZD m o U �r- m N "., Lu f, Eo — U a) c`') C 0 M N '0 _ U 04 0 co �o -I--"OD � o Q rn Q- o rn rn ¢ d N N oo " Z WC5 ` M N W Ndi I° w W n� Z 0 C/3 o ut s, s E• a Q ' aX �<rritclltl, 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 0z fa Z wa8 ��o'0o Q oz<< o �oz ¢Q'�J a— aapm L a z z }o /� /'1 f z oo � 0 0 z z Q �w U _ J LL p z 4 O w�o� U ,x Q rr Z<Z� N � �0 o g0f� z z a & LU tul-1 W Q z R<zu U wo �¢z M z az ao 0 mo Z g = u, ¢ w � .-•I a cn o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO' 4n0 SHEET NO. 7.0 m (D v S cc 0 J r� C2 cc s I 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. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS OEM 8F441B/1T81740 1B/1T 8RF400B/1T 81"3218/1T FORM dt GROUT SOLID Jr— i. O J TU 05 BAR CONT. 8F12-1 B/1T 'Y LINTEL DETAIL SCALE = N.T.S. 12 10 00 81 no no TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = =} J w 81-16— B/1T Q a Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cTf precast lintels = 3500 psi. 2, fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (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. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S EBAR IN. AT TOP IN. (1) REALTERNATE POWERS MQ'D CLEAR STEEL LINTEL O d O d ° .M.U. #5 REBAR AT TOP d ° d MIN. (1) REQ'D Q 1-1/2" CLEAR 0 a d d ° D , GROUT J Q Q d D° Ln a C.M.U. 5 REBAR AT = n w Lo 4 O BOTTOM OF F- rn ? w a-w 0 LINTEL CAVITY o 0TTOM 0 it d O Z REINFORCING 2 ¢ C7 7-5/8"ACTUAL PROVIDED IN Z u_ O w n D D " NOMINAL WIDTH LINTEL ¢ _' O N ir d �o �, �o #5 REBAR AT BC AS INDICATED (VARIES) co� E Q 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 O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN SCALE: %4"=1'-0" I _ M o 27Q0 Z Q tZ cn C9 Q) a--+ w �U — O w In I2 co m N w E I - o _ Uto a) M M N O s"00 U �o Q NQo rn rn �v B W. NC i N �D .w O � V101 N M 6f y� 00 NaZ i LU Z W U) LU a 11OUl a, 0 Z Yt4 op s � m um 4 ,a• 5 G. _J C (� 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ iQ zd UJ X Uz00 ZWZ� �=1Z 2:J d O� � A U N I C``, LU VCZ L T O 2:Z Z Z D C: \./3 O �W U = Qi �-i CL J .9. PY-0 � C LU Z O a J Z¢Z� Q Z 2E 0 Z T-1 3 J t—I W Q W � Z ¢ z ~�a p w¢z �ZS Z ,��, 0 Z m O Z W V aZ T--i o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO- 4n0 SHEET NO. 8.0 00 m rn CD 00 c0 0 Z, r\ Q 00 E 0 x 00 N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE U E TREATED WOOD ALTERNATIVES HAVE BEEN CREATEDA- Y TO REPLACE CC C MAN OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS, 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5, GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2, 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING, 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & 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 00 00 T US 0 A S 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 1.2. 2 UNIT WEIGHT OF REINFORCED CONCRETE: 150 C P F 1.3. 2. UNIT WEIGHT F . BLOCK: 55 PSF U WE GH 0 8 C.M U 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 ad. (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 LJ240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT, BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ 1) GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF); ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 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 15132" 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 W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X 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 = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 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 risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed beofore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy willbe issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA 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 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT I THE CONTRACTORS RESPONSIBILITY TO VI ALL DRAWINGS BEFORE S H 0 S S REVIEW L CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" 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 8". 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. Z M 0 z� z Q tJ') Ut w O W I- v ' ~ f6 U ?i cM o 0 m W E 8` N M CD M _ O o w 1 V L lL 00 � o Q ob o 0 - a v rn ¢ d B D. - � N o N M W M W V > _� o a ¢ _ L inz &�, o �l'r oo yp� ---1 (� r r �, �� O F E S �0 It ��f� f'J�jjs{[�� 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. LENIMAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z 0 �o z¢ Z uj Uzoo =o?Z �agLu n ��o �- < W Z o LL } Z LL a Z Z �3 z U �¢ _ 9,00 '< H N (%� ZaZ z w a¢fae �o 0 Z Z T t oo�o CY LV Lr% LLj ,¢Z8 J r� W U) H U L' M Q Q Z o Z Z 6Zo ao m O Z LU 2 �z ¢� rn ,--i 0- Ln o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION N0. 4w0 SHEET NO. SN I I I I F i iI ,I; uaL 111 1.111. 1, F. AdAIAIA IML64,11161alimil1w 14U50,111111 a, i. . ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE LU 15/32" CDX C0 PLYWOOD OR a 7/16" OSBI- + + 9 . . . . + RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: • FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + 7++ ++ ++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELL w a: CONT. #5 > STD. 90° HOOK BAR STD. 900 HOOK r— BOND BEAM BOND BEAM STEP - CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @INT. BRG. WALL N.T.S. 1/8" min. 2" min. Small 2" max } gap 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to 77 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 we stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING 8" 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. SQUASH BLOCKS AT INTERIOR > BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls 00 orequire additional wall or beam below.* consideration. Check w local building code for appropriate 1/16 L One 10d box details in1--or--20 ,., areas=20 of high sinker lateral load. nail each side 1Of-Oil at bearing. z TANK -LESS W/H m CORNER OF HOME > GARAGE SIDE 001 0 0 I 00 00 E I E 0 x a W Y H C G 0 O 0 5'-0" Q _ STUB -OUT FOR 1'-0" 0 0 - LO GAS METER 0 0 _ � U o � CV N Sit- • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL ""*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY'"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 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. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 1T-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS EOEUNAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). THERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + k 1/8" gap ° Boise Joist Blocking Use 3" (10d) nails at 6" o.c. higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below."' 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 Q�"/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls SECTION @ INT. BRG. WALL require additional consideration. Odnails — N.T.S. "" `"" ' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D le l (see table below) DO NOT cut, notch or drill flanges A 1y" ROUND HOLE MAY 6�� 6„ LARGER THAN DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1, JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d -8d BCI6000s® BCl6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/81 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION 11=1b - A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) 'T. Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ' SEE PLAN FOR °• ° • w .• FOUNDATION INFO a' ° a' ° STEM FOUNDATION f—GRADE _oErKrc eE� nI nr.r \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required 'rf hanger flange is laterally supported by joist hanger, doesn't meet height requirements 41 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. Joist hanger SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 i HETAL20 INSTALLATION a" 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 PLUMBING LINE TOP (2) #5's x 4' 0" CENETERED @PIPE PVC OR SCH40 SLEEVE PENETRATION 4 a 4 ` a I I ICIC I .°.:: a A. I_. III a: a T�j7 �' • `--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE /F PENETRATION PLUMBING LINE a a 4 a a a'A a Z\A A •'a • . SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE FI4 a' a a as G aIl�lllrlll SEE FND. PLN. SIZE & REINF. (h LO03 zM 0 —(0 zcli 0 < E3Cl- V)(D w C6 p w •0Ln = m o �Ln U � m� w E — -- S If,e) Ql M Cn M T -0 cM� N 0 p N O I. U 3' rtLco <cD in n o �Qa rn Q o AI B D. N c B•D C a_.--- N �D Z W �N�z z � 1...M C AI 31 W o W LU _ >. E a V Q - - Z cn Sav vill I f f x LLV! . 71¢ M N +<• WWW.F G.CO _ `' C-3 V C q \� — •• FL AOFESato����t.. �fir'�"<<�tttttttttit``�L� 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. A 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz Wo zg f< wa�(L U �480 zC�a �oz5 J >-apw o L Q w quo z z E �- O �z z z u Q o 0 U _ 7_4 U o�Z H O J � OJ ',3 'J N Zaoa z¢ tW7 w ty- a Q� O o z z w W CY UJ �t Iln TI �F¢- di G Z O�ZB U Q F 4 z R < 0 �zo Cal0 z cqi o J� 00 g = a SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 4n0 SHEET NO. S N 1 , - auu 1 1 -7-- F__FF _T I -. - __- I -..I !I ;liill�.d,:Iu,LIP:LIB1tI�Vi6'Yll.htJ�IJ:Id"r,-lskidNBSd,.:II Ir FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP') VARIES / INS 5/8" OR 1/2" HIGHS 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 I INSULATION PER —J CHART ON FLOOR / PLAN �// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL i -VA---�- I Il II II II 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF „ TRUSS BOTTOM CHORD OR 2x4 #2 SPF I BLOCKING () 5/8 OR 1/2 HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ @ 12" O.C. w/ 2 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR /' GYP. TYPE "X @ EACH END (WHEN PARALLEL) ( ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING L INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN APPLICABLE. �I 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2 #5 CONT. ON 3" N 2"°x3/16"PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) () 6 x 6 W1.4 x W1.4 REINFORCEMENT AND WILL NOT CHAIRS TYP. M °0 ELEV. Y-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF ( ) WWF OR FIBERMESH h OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 0 ° A.F.F.11 O.C.) 2° x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 (2) LAYERS TYPE I OR TYPE II ° ° a WWF OR FIBERMESH \ WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - I I I = I H n a ° ' I I=I �L �� a ° 31/2"MIN. 31/2" MIN. I FOR ROOF PITCH 4:12 OR LESS. I-) I I- I I=I I I III=) ��I-' a a ° a a ° ° 4 ELEV. -0'-31/2" Z � ' —�I1=III—I I1=1 DTI=I I� a A.F.F. o _ m_ PRE ENGINEERED WOOD I -I LILI I I ° - I ° a 2x4 CONT. I „ b' i „ „ I I _ ° a ° a 1/2"(min.)- 4 ° I IET1 31/2 (min.)- 4I—I I I ° _ ° ' _A11T _I - ° ' / _TRUSS @ 24° O.C. U.N.O. g ° _ — ° --WIT =I 1 I- 00—m-r�l=rTi= a __ — —L� HURRICANE ANCHOR EACH I I • I' ° a `" 31/2"(min. - 4" I I� I •' —IIIIII—III- 31/2"(min.) - 4" =I �i I —I I II- @ - ! I, I C� I� I I II II) GARAGE DEPTH VARIES TRUSS (SEE UPLIFT scHED.) w/ 811 �! — g>r -I I=III I I I=I I I-ZI 1=I I I I I I —1 J=1 I I—III=,�1 I II METAL Pt. UNDER EA. TRUSS a ° ° a g ° ' =I =) I I —III —I I=III-' (2) #5 CONT. III-111-� rr-I 11- (2) #5 CONT. 4„ 1 I I -I li,�,l I -I I 1, 8„ MOISTURE BARRIER TYPICAL INTERIOR BEARING 4 1 8 U.N.O. MIN. SHINGLE ROOF U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLK**'C� TYPICAL BEARING WALL @STEPrcC NAILING SCHEDULE ON SHT. „- , „ '- ' ' SN1 SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1 0 S3 SHEAR WALL SCALE: 3/4 -1'-0' S3 SCALE: 3/4'-1-0' S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP cCN' NN�CJ�4� EDGE �Eps�cJR ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs' c 12" N.O. 2x SUB FASCIA 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. M EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C INSULATION PER FBC AND ENERGY 10 M�N� Jozs \r cCNv EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR G/S3 FOR ANCHOR CN LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/5/8" x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS �8" (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL Zx P.T. PLATE TYPE'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD X SPACE ANCHOR /- *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR a END OF 2 " PLATE ARCHITECTURAL TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS o o FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR o 1x2 PT WD FURRING @ 24" O.C.-� ' GRADE �., e ' ' " ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi =1 a T ° FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksij a m p . „ (1) #5 VERT. IN FILL MONO OR STEMWALL ? — -0 25"MIN. LAP [30"MIN. LAP] g III=11 �1 o z, 1/2 GYPSUM WALLBOARD ° CELLS (SEE FOOTING MONO SHOWN o JI'-1I-I I - "' x U.N.O. P p 00 R, ° 00 LU , 00 FOUNDATION PLAN FOR CLARITY ° _ _ _ _ _ 6 MIL VAPOR BARRIER i I I I ° 11 f I -I I� - R 1 7/8" `U o FOR LOCATIONS) #5 REINFORCING BAR I I •III=I (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.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r a —III-� 1=I I I III III=1-, AA =' 1x4 P.T. BASE NAILER b ° III=III=III=III= I=III= Z I I I 111=1TT III —III- T (2) #5 CON #5 LAP SPLICE 11=1 I I, , , I 4"x4" INSPECTION o° 1=III=III=III=III-III=1 I I I I I I I II I II -I I II I II LI I' ON 3"CHAIRS NOTE: • - - = - 31/4" BASEBOARD PORT AT EACH g ° ° D III=III=III=III= =I = Cal _ o ° - --11 J = 36" MIN. LAP [36" MIN. LAP] g" 1'1}^ g" *FOR BEARING WALL =) I=III=III=III= I I T C /o MODIFIP. ED (COMPACTEDD PROCTOR ASTOM �I I I = _) I=I i= I =1 (-L-1 10^ (TYP.) FILLED CELL TYPICAL _ _ _ o I I- W/ UPLIFT ONLY _ MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR III=III=III=III= =) I= =III=III= = =III=I I I= i ==III D1557) -ll I II I� r�l I� r 111 rL I-t #6 REINFORCING MIN PSI MAY VARY PER cn =1 I I=III=) = =III= =III-III-III=III= -III-1 4" 1'-4" FOR NG BAR #5 STD. 90 HOOK co MUNICIPALITY. TO CUT BLOCK OR POUR "-I I-i _-i i II II it i i -1 - i= I �- ,. #s LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR = SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 r- E SLAB INFORMATION. Cr T ° t. 6x6W1.4xW1.4 ° °� - 31/2" WWF OR FIBERMESH 6 MIL VAPOR > f �� _— = z min.) 4" coBARRIER — D: p • 4 N ° a' GRADE COMP. SOIL. ° O0 _ lit— — (COMPACTED TO 95% —_� I I — — =(1) #51REBAR w/ OPT. — — — MODIFIED PROCTOR T- EN NCLOSURE I I I LI= 11= -1I I -I I-� , E I 0o ASTM D1557) I I i P=I I - I I I I III—_T I �-1 I I- 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) S TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L � = SCALE: 3/4" 1'-0" S3 SCALE:3/4"=1'-0" S3 Q N o OPT: DEPRESS SLAB 5 %" '- DEEP AND 6" BEYOND �-- •lr—r- E DOOR TO RECEIVE BLOCK WALL BEYOND = PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS z M � E2 +• U _ •'TIT 4- - „ ZI O0 �111III�� a•^ —II 1 I l SEE A/S3 OR J/S6 111 1` l �r 0o FOR REINF. INFO. 3" MIN. CLEARANCE CDI N V ' (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' ' (2 STOR)) GARAGE DOOR SLAB RECESS �. LU SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 Y ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d CV ' M }— a N I J M —I I I —I I = .. - .I_ ., a .. � a � _III —I I �• 1— II�I�I.c� a C I I F SEE A/S3 OR J/S6 I �'�I I I I III-1- FOR I1 1 III REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAP Q INTERIOR a -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a 00 er n N I1=1 1=t>k1-__ M 6 MIL VAPOR - - i'- BARRIER REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 13 VARIES° SEE PLAN 1 1/2" RECESS FOR FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN_ WWF .F OR FIBERMESH N S.G.D.(U.N.O.) 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL 00 r _ - - - _° A ram _ I III T I II BEAM SIZE & � nl T I I I= a CONNECTION INFO M Q I r1 111_ PLATE I 2x4 #2 SYP P.T. FRAMING w/ = i I I ,I I �I -II , i I' ins° I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6I— "-" g o.s.s. Z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 Q SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q � w 6x6 P.T. #2 SYP SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C' FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -� EXTEND FILL CELLS TO FOUNDATION PAD -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `=' ' ON FLOOR PLAN SIZE VARIES PER PLAN M i CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH '- "' „ w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 00 z C7 L Z w a o w LU w o o L` C GRADE a _ __ __ =ltl -) I I=III a a• =I I -I I —I I=I —I I F1 - - -III- w I I=III I I I=III=1 Z -III= • • �• — __—_ - z_ A °- - - - - ; - - - 4" 411 INTERIOR WALL SLAB STEP NON-BRG.rK SCALE: 3/4"=V-0" S3 0-0 FIN. FLR. �—I --JFOOTING _ III III-III-1 I -III -III III-i I=1 I� II I��1=11�Ilill11 1111 ,II-111aIl _ ' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CD�2 Z M - o z�z (An 0 <;, o w r6 0 •U — 0 "' -0- Cn ` = o F- m w F— E — 8 o) - M m c CC,-,) -T-O o 0 ,I�i III o 0 ¢ N CL Y 6 ,f') M Q O BD® v (D `w z U' Z IF- �g"'�z LLC>— w w Lu "A 0. � W E Z C . �C4 �}CIWW 8, �`n•' WWW.FI75$iV COfv2•. lkx aROFESS\ �N \�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers 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 I Tampa, FL 33607 www.LennarTampa.com oZ �o L LU O U U Q FZ--WQ�Q W2 TowZ � J Q a CO OU � U W N J` Q J J �Lo Zz Z \J 06 zg3: F -0 7 O O J W �S Q ° O O o� U -0: N A � Z<Z� W Q �oujo OE)�2 z wow 8, _-j -I IJ.J � Q < t w O n U M I� Q Z Z �¢Z <, S � 4Z � o J� 0 .-a a V) s SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 4n0 SHEET NO. S3 (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C TYPICAL C.M.U. WALL (Np) SEE ELEV. UPLIFT CONNECTOR (SEE 1/2" MINIMUM CEMENT FINISH ... SCHEDULE) (2) 2x HEADER TO SIT DOUBLE 2"x4" S.P.F. TOP PLATE 3/4" FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 518" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT 8" O.C. OR 4d THICKNESS 7/8" OVER METAL - 2x DEAD WOOD @ MID @ ❑ LATH. FIRST 2 LAYERS 3/8 THICK POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ CRICKET AS REQUIRED PLATE WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK SIM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL NAIAIL SON SP2 w/ (12)10d FACE OF BLOCK WALL IS 2 1/4" NAT EACH STUD TRUSS BOTTOM CHORD OR 2x4 CL4DOOR OPENING DOOR OPENING DOOR OPENING —Ct 1/2" EXTERIOR GRADE SHEATHING @OCKING EACH END/ 2-16d TOE NAILS � TO DRAIN FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ 5J_ ❑ ❑ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v TO BLOCKING WALL O/C FIELD ? a (2) 2x HEADER WALL CLEAN -OUT A ❑ ❑ ❑ 2x TOP PLATE � (n PER PLAN SCALE: N.T.S. CJ'4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. V (2) 2X4 PT STUDS UNDER HIP 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1) 10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS __ _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ 8 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR 2 X 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. WALL HEADER DETAILMASONRY LAYOUT rD ROOF TRUSS STAGGERED FROM BOT. 1 TYPICAL SECTION THRU WINDOWKB MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) REINF. INFO. SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 ° AND FILLED W/ GROUT a ° 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONIC. FILLED CELL (Typ) SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON — TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j UPLIFT CONNECTOR " ABOVE GARAGE KNOCK -OUT 5/8 DIA. x 8 J-BOLTS AT 6-3/4', 41-3/4 , 71 ,AND 96-3/8 (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. SCALE: N.T.S. DOUBLE 2x4 SPF #2 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) S4 S4 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER {+ + + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 4 a ° d d d C a 8 STD. 90°HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.o. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. _ ° WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR a a a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° a DOOR STOP PSPN516Z w/ (12)16d NAILS 71" a ° a MOLDING TOP 2 ROWS 10d @ 3 O.C. (14 ° o ° HTT4 w/ (18)10d NAILS (3610# SPF) — 58" 2 x 6 P.T. GARAGE • SPLICE NAILS TOTAL) EA. SIDE OF ° o • HTT5 w/ (26)10d NAILS (4670#SPF) o ° o DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) —x DOOR SPLICE STAGGERED • 2j� • N, ° 00 • 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) J-BOLT 7 _ . HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) 41 TRACK J • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) 34" BRACKET G O 10d @ 8" O/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) `�NcF • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" yp EMBEDMENT w/ WASHER & NUT ATTACH ALL 9 . FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 10" DOOR TRACK EXTERIOR STUDS W/ 4)16d TOENAILS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & — — 6 3/4" W/MOUNTING ANGLE TO OP PLATE NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. 3 1/2" — NOTES: NOTE: 1/2" EXTERIOR GRADE SHEATHING NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER &NUT 3 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. FASTENED TO TRUSSES WITH 8d COMMON O AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION EDGES & 8" O/C FIELD = _ = PORT iF a 4 = @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rM HTT / HDU TENSION TIE N 00 iF SIMPSON SP1 w/ (10) 10d 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 CD �7 NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. N 2x P.T. PLATE ROOF TRUSS F= 2240 LBS r` ❑3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT SIMPSON SIMPSON _ __ _ __ SIMPSON C r1) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. MOISTURE BARRIER 00 AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY rG STD. 90A HOOK IN K.O. BLOCK �� SCALE: N.T.S. �+�I KNEE WALL ABOVE MASONRY WALL DETAIL / �- \ J'-F SCALE: N.T.S. �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) 1 (3) (2) 1 (2) (1) LSTA30 9' -16' (3) 1 (4) (2) 1 (4) (2) LSTA30 ITSP4 SP2 2X STUDS @ 24" O.C. /8"x10' 'J" BOLT @ 24" O.C. MAX. MIN. (2I PER BOTTOM PLATE 2XPT = 0o WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS o 112"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED MATERIAL WITHOUT UPLIFT r"iSCRAP SEE FLOOR PLAN NOTES FOR SIMPSON SP4 a r REQUIRED CONNECTION r o ST�Z N FFA�O� 2-ROWS 12d NAILS STAGGERED N @ 12" O/C EACH FACE OR FORM CREATES CONCRETE RECESS TO 3-ROWS 12d NAILS STAGGERED 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12" 0/C FOR 2"x10" OR FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER a 16" 0 C W/ 2 11,11 anvlravty are gP2 �livlrwry SIMPSON SP1 SIMPSON- SP4 10 ST so M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 ° a ° 2X8 P.T. BOTTOM P ATE Jt'4 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING (2) 16d TOE NAILS d NAILS @ 6" EA. BLOCKING AGGERED 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) BOLTS @ 24" O.C. #5 CONT. & AX FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. C MASONRY WALL 3 KEEP STIFFENER BACK FROM SIDES ENOUGH • • ( ) TOENAILS T/B "J" B v TO ALLOW SPACE FOR FLAT MASONS TOOLS 5/8"x10" BOLT @ 24" O.C. MAX. < SIMPSON SP4 w/ (6) SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C o �, ( THIS IS A RECOMENDATION FOR CONSTRUCTION of THIS FORM. ANY 10d x 1 1/2 AT EA (2) 2x HEADER SEE PLAN SP4 SP2 SIMPSON a MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: SP4 E MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 �+ S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 2 FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A 10d NAILS @ 6" O.C. STAGGERED E K/S4 GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: = SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. 10d NAILS 8" @ O/C TYP. ONLY (1) 2x SILL PLATE W/ (2) o 0 TRANSOM FRAMING BEYOND. IN PLACE CONCRETE 12d TOENAILS NAILED INTO y GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON TRANSOM PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TROWEL FINISH SEE f CRIPPLE STUD FRAMING LT_LS30 E2 GENERAL NOTES TYPICAL (U.N.O.) w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES o E SHEATHING SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8" O/C FIELD S4 o FOR DRAINAGE CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL B .•,. GARAGE FLOOR 2x STUDS TYP. DETAILS TRAVEL DIRECTION OF • SIMPSON SP4 w/ (6) 10d x 1 12" i N GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD O O OR ; SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL ) SHEATHING Op�c N�NG U.N.O. SEE N/S4 RECESS SIMPSON SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY MOUNTING BASE DETAIL - ** HOLD DOWN SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. a a NOT REQUIRED @ PLATE) N SEE PLAN FOR FOOTING e d d P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT °° a ° a ALTERNATE: 5/8" DIA. ATR EPDXIED POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BASE �t DIMENSIONS TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN 6" INTO BOND BEAM BLOCK WALL. RECESSED SPACE GARAGE FLOOR. PLATE GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE DOOR AND WATER @ 24 O.C. P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL rQ FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION 5/8"x10" "J" BOLTS 24" O.C. MAX. S4 W SCALE: N.T.S. @ SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 r: M _ O 43 = w C6 ,� .0 w r— o 2 Cl) C)o 0 m w '= S m m Lu-0co S a�? �j O N O LL 00 I C)L o 00 i) a. Qm o M Q o B D. vc N �O N O CC3 O ./�1 N Z C, coz . ii r j �i o _ uj u" LU Q g- a _ rnLL ' a W V >. �I �& Z 0 Q a O V� d Z k'�L' W�yNI'.FD a NG:CbAQ T� T d r ��P �v a\• F E Sti0 rf �I/'/ElIEEt�t�l To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampaxom Z ¢iY� W �Eoo �0Wz a � L N ^ t�i z0 ru a J W U O� Cn 0, O a 0, Q cU ax W U0� N 0 z¢za Z d- aqL-L, oR O g 2 Z W r..I LP) LLJ �� ¢ ULJ 8, Q Z WWz Z Z W ap0 CIO CO W 2 J z W r ri a U0 o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO' 4n0 SHEET NO. S4 I � - -r, ,--�- �— � i � ;i � ,, r .� ��w. ��.��d i�,� ,a � ��,� �,a �l•���, r,:, u. ,l hf I i � I I SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 1 NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) 2"x4" 10d x 1 12" AT EA. () Od x 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10d 1 12" AT EA TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 4' O.C. AND NAILING SCHEDULE 2 ' FOR SHEATHING DETAIL SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOC KING 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 TYPICA TYPICAL RIDGE FASTENED AT @ "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d 6" O.C. "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ NAILS @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8 x 10' 'J" BOLT @ 48' O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) SP8 FOR 2x8 WALL) L 2) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 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 F STEN A APPROX. 8" FROM SHEATHING TYP. EACH JOINT & 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/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGA10KTw/ (4)1/4"x1 1/2"' 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 1063" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD 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. S5 REFER TO DETAIL J () 10d x 1 12" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR N SEE STRUCTURAL OUTLOOKER @ 24" O/C X-BRACING, AND TOP f M M NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `= 00 cc SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2" x 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 -16d1�t 1�t 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" 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 @ 48" O/C FOR THE FIRST ROWS OF (2)16d NAILS W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E E ES AND 12" O.C. FIELD 0/C wl (2) 16d TOENAILS @ EA END (D = 0.148", L = 3") OR EQUAL NOTES' (D = 0.207", L = 41/2") OR EQUAL (D = 0.207� , L = 41/2) OR EQUAL END TYP. TOP & BOTTOM ATTACHED JACK TRUSS 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 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) _ SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8� SECTION g ADDITIONAL INFORMATION. 00 0 co MINIMUM 2x CROSS BRACING m (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT 1 L— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 10dx3" O/C @J 2"x TOENAIL 6" O/C RU W/ (2) 16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS o v "L" BRACE W/ 10d @ 4" O.C. 00 (SEE SCHEDULE FOR SIZE 12 o AND LOCATION) 6.9 MAX. � I�I II I II I II II �I--r�li I III II I co \-CONT. BEARING GABLE END BRACING DETAIL LU MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION Y SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SrJ 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. S5 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES11 TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z W BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL I]\ 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/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 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � ---- r� - r� LU 0 d. Iz o W m - o o ' w 9O T 2 o o T o o X Q w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @EACH VERTICAL AND (2) 2x81FULL 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. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /-GABLE TRUSS `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU Y CORNER JACK W Nz LL 0 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION z CM _ o CD Q a z `r' a—+ w � a o W (a .� M U 0 co —m ~- O O N 0 U �u_CO 1 Y f` no ¢ m � am rnQ o B D® H c y N N o o� O O N W � Z ���z � z° a s�o o wj w W NJ w 10 Z w 0 o z ��� w Q C Rohl 01 U � _ �47WWY E40C6M•'•rr Z ( • � �(� C lk! °Uj 1 C) - Q� C" To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz �Q Lu zg Wawa- Uzoo zLuQ �0Wz OO�W 0 O��o U WN 8Vo Q z L a)'^ v, Z O QU zZ 5 Z \� Q a 2: -a w 0 O -� Z Q J ll.l U J 0 Z o9 Fo 0,`r, J �Yr- 'off Q X m a N z¢g� Lu i a�L<L 2: Z ri < LuwLLo J r-1 LJ J a `) o a 0 uj M Q z Z Paz Z Rz O m Q J W = -z a T--1 d v) j SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 4mO SHEET NO. S5 3 aL� m 2 to 0 0 CN rn 00 00 cc 43 0 n -o 3 a 00 0 1.2 Ir E c s L c c a a L rz C n. i a oc c CN C, 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 �1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION ♦ DOOR JAMB (REFER TO SHT. SDW2-K1 TO SHT. SDW2-K1 P T TO SHT. SDW2-K1 —j— MAX.8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) ` ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 „ FURRING 3116 0 X 3 LONG FURRING 3/16"0 X 3-1/2" LONG #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16" 0 FURRING TAPCONS (TYP,) TAPCON. INTO TAPCONS STAGGERED 2X8 STAGGERED @ 16" ` ' 1X8 P.T. STAGGERED @ 16" O.C. 1X8 BLOCK@ SPACING "r O.C. 2-ROWS INTO 2-ROWS INTO 1 DETAIL `STD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL MASONRY THROUGH �� 3 DETAIL 90° HOOK (TYP.) STD. 90 ` @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 1 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALLJLJIL 1 X 4 11L /::]/a NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR EDGE D BOTTOM OF BAND TO SHT. SDW2-K1 2" DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS ER10d @ 12" O.C. 1 X 4 � FURRING 2X8 P.T. WITH 3/16"0 X 3" +2„ NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. EWS D& LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. 2X8 STAGGERED @ 16 O.C. ` INTO BAND JOIST (4) 1R/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL NOTCH WEB AT THE +5^ FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH 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 31/4" TAPCON ( 1 1/4" MIN. A -A = 1610 #FOR 2 STRAPS FILL ist4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT tr 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KTw/ (4)1/4"xi 1/2" SDS 1/2" DRYWALL SCREWS & (5)1/4" x 2 1/4" 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"x21/4" 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 CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER RECORD FOR BUILT UP ARCH PANEL PLWD. BUCK POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER I INSTRUCTIONS. � <'• 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 a. 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)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF2X6 FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4Yz" WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX, OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XOV RH TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + -1 �FNG 1 r_0rr 5111 -0 SCALE: N.T.S. SS 12 rly PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + + BLOCKING AS INISH FLO ° ... �• 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED „ EMBEDMENT INTO ) MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS ° ° o.. #5 BAR BLOCK HEADER �r �114 „ „ 2-0 8 SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON + + SOFFIT + bD. P 4'° ° 9 H CENTERED W/ IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . ®s EACH TRUSS n ° ' _ , d . ' KNOCKOUT / iv e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d s� s CONNECTOR _ — tr PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING _ •a o ° SIZE AND REINF. PER PLAN ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° > CLEAN FILLA. 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT ? z TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL .°• ° STANDARD o 90 HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o #5 BAR IN , TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD FOR OVER HANG FILLED CELL �'' ' � 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY —(MAX.MAX4'-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" ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B_B ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. L O 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6.0'� EPDXY MIN. 6" EMBEDMENT & O) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3" MIN. EDGE DISTANCE < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U- III NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o �? A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; o v a REINFORCING AS FOLLOWS: LL a 1 * SEALANTPLACELOWER F FM MORTAR D HALF O ORT E JOINT. DO NOT FURROW. - - g � #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ , , I U z g EXISTING FOOTING 2 #5x6 IN CONC. () COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I I _ I I a v� N FILLED CELL SMOOTH. DO NO FURROW. o ° T� „ DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o, o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE `V ° ? \ 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. r 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.TOOL GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" OOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. EMOVE NTS nLOWER W DG ES FROM COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN.Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" - SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. UI �_ Z M _ o z�z z (nvj C.9 �-� W � p •0 W 0 o co CO W 1 -E — 8 0 co IT M `2 CN Z ai 00 �) N X_u. OMO O �C M co-14 o ,n O v aQ O B D. NAl N N 6 Z Lu M N Z IJJ Z o � C =0 UM z 0 o \ILL`N Oli1*11 \N ��� wb�?FDssxe�o C1! hO O? d• v -cv _ ��llyitt�ttilll!►�, k 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 0 Lo LU za W ¢ Ir it Uzo0 o,zz aLu 0 co A O�0co o �- C','�` U ~ Lu zZ CL jz �� Z 4 3: -� z O J rn v / Z „ a a¢f� Q ^ o�g Z Z ,--1 _0�0 Z O � W Ln W a� z o Q Y M I\ Q Z Z Paz Z a0S b � 0o g LtJ = z ,—i a cn o SCALE . AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION N0. 4n0 SHEET NO. SS __ - T�[ dI. ,II II r I! I ill 11P� 6 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 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 , w DIRECTION TYP. q) 00 coo 0 I 00 m 0o c0 0 J r\ ti I �I Q 00 A* ofcV ----LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALLr7 SCALE:NTS DIAGONAL - AT 8'-0" MAX CB DB- vv/ G-1V4 `w "/1 l I II1V vv LV 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 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A �A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS -' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/ (12) 10d NAILS SIMPSON HUC410 w/ LSEE PLAN 1, (14) OR CANT. #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM -SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. 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 gL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN �- MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO mk SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE fl W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY K8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULElPLANM 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 � A SEE PLAN FOR 0. 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS 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 SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `-• MASONRY WALL BELOW: SIMPSON a 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 °<. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. • ' TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED 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 FORLOCATION AND DIRECTION (IF PARALLEL SEE 202 FOR BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/----/' Z- (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 C zo -o z�z ¢ a u) z to (9 w (a o •U — 0 w TM o l( C6 C) n� m N w E �- 8 mM M ca-0co _ 02" C lL 8 coco Y f� ¢I" co UaC> �Qo Al I D D® NC N D .-+ N O Vt N M O) ���z w z° Z W z U) 1.- '4 m, -.1 W Q ` a w W 4j > .E - o o 0 9E_. � o U� ' ,O S• M �_ _ �D 0< Q 0-lG 0 %, R 0 \����! 1111110 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 Zaz¢ Warm zw� OwZ du,o� on°Zo i a Z 0 ZLA o z � E u U 4 z N W -0 rl U) z -a 9x O U) J_ W - 00 Ojw %" < a~P fob wOma LLJ o� fV C) zaZa CY- Hof Soho z z ���� W V $¢r Q Z CC< z aLn oS m ISCALE: 00 z :52 �(,;I a x AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 4n0 SHEET NO. D1 iu v v 00 co 0 0 r- I i o: m cc v 00 0 0 P2 t- I00 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING , X DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r morn r �u r �.r�on t rvu SELF -ADHERED FLASHING DECK JOIST WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) I on SELF -ADHERED FLASHING E AM 0 WEATHER RESISTIVE BARRIER IIT�Z�L'i3�lljilp[�]>=LI1►Le3 - 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 8 2 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING 1 2 4 5 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 3-112" INCH FLANGE III 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 Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 d a SOFFIT/CANTILEVER 0 SELF -ADHERED FLASHING INSIDE CORNER Ground r�-- Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS \STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH RAL FRAMING RAL SHEATHING SAF PLANE WRB =AK WRB FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant fleshings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6,2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 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 Z g N z� Q E3 V ) Cl Ln (9 C UJ r-i .0 w o Im t- � o0 m W - - 8 N co M _�N _ ai wig1 O o 0 U� Lv o -00 o0 Y n Q co u1 0 .a rn o � Al I B D. N N �D N o �m - 00 inI.. °P =o a LU Q �' � g w V > S o a v uairn'S Z0 io � ff� c V is o 2 Oa fA Q - 1&Z W Q N¢M a o v V O ❑ Il WWW.FDSENG.COM w N N TZ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. 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 �z Z a Za w¢°d= �z00 SZ '^ o w d S J s A V J J w O 2 � o U W LL N m CL Q ono L ^^ z z I..L w 3 z N3 Z 2: -a O 0 11 Ja J w U = aLU W °Oo U6 o <tE X08 o w a BE 0 a Z *k N Z �a� Q ^ o 0 z` Z r1 ° w � Z W �o'0HZ J r�-I di Q Lij Z a W t 5 oQzo U g~o c`ae' z z tu CyZS a0 m Z _ ¢171 0 ,-I 0- cn s SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO 4mO SHEET NO. W P (n U W O .� U cn N Cn t i 0^, e O O W March 20, 2018 O Q � O Li Re: Wood Construction Connector Compliance for 20151nternational Codes & 2017 Florida Codes -� CIO O 0 To Whom It May Concern: � Q. (U �/�/�� Q. Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that .� VJ Q joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following' 1. Lowest ultimate of three tests (or average of 6) with a. safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 20151-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 [-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 it will be re-evaluated by Simpson Strong -Tie, Please visit www.strongfie.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 Pagel of 1 Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Fax 972.542.4139 www.stronatiawm �e Z V 0 O L U O L� V � cz V o0 O L W� Z� Z a a SHEET N0. PA 1.0 rAP4 t rCIO > t H1 FL1 `+* �*�: _ Q .. � - F a � � �..- ...,.�^�<.'�. ' 'fill 3?/,* .'?'n,";� �� S'�.: `'•if ✓a � _-� � ,S 4�u pp++ x.' '�,�, , d �J fl�y"y .��i'�+J`3' .�' ,�. ,fir �3 yx `•_ A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-26C6 HD2142 FL17232.3 ESR-3445 HU2142 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU218 fL10856.5 ESR-2549 HD216-3 FL17232:3 ESR-3445 HU216-3 FL10858.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU26 FL10858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 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 FL70856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17689.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FLt7680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT18 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2613 HTW30 fL17244.8 ESR-3455 HTS30 fL10458.28 ESR-2613 HTWM18 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10458.18 ESR-2613 HUGT3 FL6223.3 Evaluation Repo D PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/•87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.8 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) F�046t,9 +67.0/-67.0 psf ThermaTru FiPoer-Classic-Star(NON-IMPACT) FL20461.14 +67.0/•67.Opsf ThermaTru Classic -Craft and Benchmark FLY5225.1 +87.0/-87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0/-87.0 psf ThermaTru FiberClassic, Smoomstar, ClassicCraft, Rustic FL7840.1 +87.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL2S1.10 C. SECTIONAL Clopay Building Products Residential VwndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential Vt4ndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential VwndCode Doors W6 (BX7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential VwndCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single &Pairs of Doors FL11537.1 NIA (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 VJ�ndows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Nhndows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 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 151b Felt Underlayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA•4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Borel Tile Saxony 900 FL7849.18 - FL7649.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 18" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm. Panels FL15076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart S. TRUSS PLATES ITW 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, tSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE a--e N � > C O -1-, O O • y, U , f,�,4 /IW♦ �•�••� `U; V V �/ Q O 0 Q O O � �! C y O Cu {,dam 0 Tt V �a ` n O ^ /� i.i V J �a ^, V! _ �R ♦ y 0 Q Florida DepaMNnt of Business & Professional Regulation Building Codes and Standards Pro. + 14018 Product Approval Application Det all Florida Department of Business & Professional Regulation Builds Codes and Standards m8 Page 1 1/a10ta Product Approval Application Detail Florida Depdtment of Business & Professional Regulation Building Codes and Standards � pegs t 1nmili Product Approval Application Detall Florida DeperUrMRF Of Business &Professional Regulation Pep r of Budding Codes and Standards 1/Ywi9 Product Approval Application DetailCD- FLamasl4v Pde Emmre[ 2im am 2MILWAM 20 M121 ver" MaRLdichm Etmlalgi-Clans Validated av Yip kilmild dHE'rAalnrad LMS Revision 2077 ThomwTnr Corporation RICk WdQM Lyndon F. Swn9dt, P.E. Ryan J. IQng, P.E IOf152017 071122017 70n82017 12/12fT017 Approve0 Category: Exterior Door ridwG9&1740 PE43a09 (81S) 787.8555 EaDCabpory: Swinging skun on Rep Aeram a rkkwQrnMdgwneuriante. CompBance Metlm1E Evaluation Report ion a care Florida RegWamd ArchBret or a L.kanuc Florida Profwbnal Engineer Products gdtL&Im Aoddedfor Use AfiQt Use halo !� E•2 htHV Z pig EQ 1 a. Timm-Tru FPow-Cpple and SmooBrStar Nominal MOM 5quokFbMmpsd6yuot Opaque 121J120� No Yes alp WA Composite Edge Faergiass Ski* Door (Irevmpl0utalmnq; X cornApurelion) FLuasNA3 Most Version t Crlt� PaWsmcAMOM Validatedev MOM IWmltld FOCAMDVM Amamd $aha Rewelon 2017 Theron-Tm Corporation Rick Wdgm Lyndon F. SdimMl P.E. Category: Exterior Goon (419) 29&1740 PE494n Ryan J. King, P.E. 12132017 12J192017 122120f 7 Pending FBC Approve (813) 7674M SAftWgoy; Swigging Exterior poor Aeasmbties fte em wommulwds. CanplNnee MoUmd: Evaluation Report to. a corn Florida Registered Architect or a Licensed Florida Probational Engineer Pll7Ql911H2 2911111 Emus 20 ode !ffia Familieswe Taal Yeah abowswumer conkid Endnger IL LImM V,uemd By MOM AWWNW FOC ADWOVid Ameroved AMR Revision 2017 Therms-Tm Corporation Rick Wright Lyndon F. SchmkK P.E. Ryon J, KYq, P.E. 10I152017 071171t017 10ME2017 12/1212017 Approved Category; Exterior Doors (419) 29&1740 PE-43409 (813) 76741555 Compliance Lit iock E Exterior ion Repo Assemblies rkkwanvbidpwelrasnte. CanpWea Msthod: Evaluation Repot from a ppm Florida Registered Archo d or a Licensed Florida professional Engineer FLI1II%NIj4t2 Products 9laIWAWsfm Amm�fg.IW A Yal Imalo Paalt Ing Product Modce.NuwbworNow IakOH6 GLAMMIW RMMWm � 8 f. Theron-Tru Floe, -Cloak and SnacOf3tr Nominal BdaKW WoWorn-knped&quot Opaque 120112M No Yes No WA Composite Edge FEergmes Single Door pnawbnglOut w; X Configuration) Fl.lap4a14t2 SmYe Cam gate 20 Pel.Paodm d0 TYe Ymmn me C1r�d Enatpartucarayaedareav Yalbtlq $Vhl� FOCAMMAI AalD'Yd am Revision 2017 Thamm-Tru Corporation Rlck VVdot Lyndon P. Sdimb4 P.P.Ryan J• King, P.E. 12/132017 12/132017 12/212017 Pending FSC Approval Cawm: Exlww Doore (419) 298.1740 PE43M9 (813) 7674555 SubCa4gory: Swrnging Exterior Door Awamdlea ddnwQrwbWgwmbnts. Comglarroo Abgm : Evaluation Report from a wrre Florida R glabsred AmAla d or a Licensed Florida Professional Engiew 29& Grimier pss WE, Dab pareffins 20 Tim Yebla coined EnakoKaLma Vasdoway Yd1,� Submitted FBC Approval ADDIVIVed\V Revision 2017 Therma•Tru Corporsdon Rkk 1NrgM Lyndon F. ScMMtlL P.E. Ryan J. King, P.E. 10115/2017 07/12,2017 10fi812017 1 Approved Doors (4 w -bft0 PE-13411g (619) 787-66611 SubCaMgprY: SwFpMg Exterior DowAseemWiea ddpuQrwOM�CorrulaMa.Wright Sub Category. Subcategory: Swinging Compgaae Mathod: Evaluation Report from a pan Florida Registered Archrival or a Limmood Florida Prohplonal Epimer FW20041.$2.P. A�.a[Pal Ae9L.Ual ImgM'd Palls Ial.! InHVHZ outsideKHZ l3al� � 9 L Thsrma-Tm Fber-CteWc rrd Smooth-Shr Norr9'w16LM S BquoLNon-ImpadBgwC Glazed 12/31202g No Ya No WA Composite Edge Fiberglass Single Dom pewfcpl0ubwtng; X Configuration) F112p/614tl 21312 Endear Pam pea Deb Ism llm tea m version tiara Protect E�t&JA M Validated! MOM d FOCA W-M Agmmatl At11 Review 2017 Themrs Tm Risk WdpM Lyndon F. Schmidt, P.E. Ryan J. P.E. 12N32017 12/132017 12121=17 Pend FBC Approval Corporation ' Category: Exterior Dom (419) 2W1740 PE-43409 (813) 76745M Subcategory: Swinging. Exterior DocrAeeembles rid warvAidgwasutards. Compliance Mod od: Evaluation Report from ■ oom a a Limmed Floa Profossloual Engineer � Dab Pending 219 $gam IBC Yet Ys Ili A ILaa LyndonJ. IMg, P.E 1011N2017 07/122017 1 d2017 12112/1017 Approved Category: Exterior Doors (479) 29&1T40 PE43409 (813)76743555 SubCafagory: Swiping Exterior DwAuemblbe ridnvQwbldgerpnmenla CapplMpa MWlod: Evaluation Report from a awl PtF okxbnNRaO Aedaed a a Licensed FloridaFLM20"14t2 � Approved for Ulas � )�• tlaE S tEts JLa !¢!! Z llalWam 1tilaMn 8gevoss-ingle leetaquot Glazed 121312020 No Yes No WA U n. Therms-Tru F6srCbeak arM SrmoMSYr Composite Compels Edpa F.X-ft call -poor to Edge (hwlinpnnp; x wntiguratlw) FL02MI40 glide Enft a go bM ma version• Cs EOaI = = IiildYd l:BG.Am[47a1 Ago &W! Revision 2017 Thsmn-Tm Corporatism Rick Wright Lyndon F. SchmktL P.E. Ryen J. Kong, P.E. 12M32017 1711E M17 12212017 dwp FSC Appe Category: Exterior Doom (419) 298.1740 PE43409 (813) 787.OM subcatery: g EbDowMatmW rigNrawLgenaralanb. Compliance Motowl: Eakmbw Report from a over Florida ReghbredAmhBed or a Uow*W Florida PA,ssabnal Engineer A,,Ml dTom.1W AnbroyodforUm IMRO RLIM Quality Assurance Approved forAaatmedfor Use b0ald gelan >ibcAtMlM Asarordfor lUse A .U- boa limit flat.! Product Modat Number or Name .gue Product Ow rripdffi contrast Exokmlm Dift InH1HR 0rmm1HVHZ Resistant p1 ffi!Numborarfilass Product In HV Z OubW,.lBH Z liallrant Promin Ira! In 0111111114, H H Z !mmilmm PM Gneiss 1 a. Therms-Tru FberClesalc aW SmoodnSW Nominal 6IMM &quoKNoMn p2CdQ ak Opaque 17/3lrhm Composite Edge FbwgMn Seigle Door 0rawappDulPwbnO; X cadqurWw) No Yes NO WA 6 r 7lerte-Tn Il wClaasrc and Smodh5ter Nomina188KrOp &quot;Non-fepad&quot Opage 1213ir 1 Composite Edge Fbarglro Single Door On"NiOutevbg; X owftwrwn) No Yes No WA 9 1. TMrma•Tnr FbwC4mdc and Snao1M84r Nomhw $&$We kluoLNe-i pad&quot Glow 12/3i=1 � ur�atiotein>� No Yea No WA �! ti n. Therms-Tru FLerCbasw and Smoo6r3br Assurance Product Do@Crkdm Contract E-kadon Deb Nor" 8dJ38;06quokNw-MnpadBPrd; OlazW 12/91/2021 Composite Edge Fiberglass Single Door At 14! Ag Jla imam! �� OubdftHVHZ Resistant No Yea No Palen � WA hpnrtl Climatesearmh ammhcrhKk (YroWng*UWAV: X wMiguration) Florida DepaAnsn t of Business & Professional Regulation Page i a i Florida Departnxnt of Business & Professional Regulation Page 1 a, Building Codes and Standards 1a1JOIa Building Cow and Standards trawls Product Approval Application Detail Product Approval Application Detail Florida DepartNant of Business & Professional Regulation Building Codes and Standards Papa t a t 1rorw1" Florida DepaAnlent of Business & Professional Regulation Building Codes and Standards pass 1 Of I 115/201e l9ti43III144 S91111, }Sat version l fed Enft or lane Y.aa.ted � � YaddelW $limtlmtl D !� F9QAmovid Aar lHdn 9�P3t4BA � 7)ral version jiligidwasia E� coNect fJ)almor LLtalm IN16 Ml6e RIM 20 Dab P�II Yadntld Irimlad FVCAtnmtl !� Agamtd sma Product A Approval Application Detail Product Approval Application Detail Revision 2017 Thertna-Tru Corporation gor Celay: Exterior Does Subcategory: Swinging Exterior Door Assemblies Compliance Missouri. Ceafflkafbn Made or Liong Rick WdgM National Accreditation & Ryan J. King, P.E. (419) 2WI740 ManagerreM Institute (813) 7678566Ent*i ndavanbidlimmiult nb. 00(n 12201M17 09/21/2017 122NMt7 Approved Revision 2017 TNmwTm Corporation SubCxbF Exterior Doom auhCategoy: Swl^glag FxteriorlMorAeaemblba ComplianceModwd: Cwtl6etlon Mark or Wang Rick Wright National Accreditation & Ryan J. Kaq, P.E. (419) 298.1740 Management Institute (813) 767$555 rkkwanrbNgweuasnau oom 12202017 �21/2017 1212=17 Approved Bti� veldt Ilse Ylmmn Reviews 2017 lmmdsrAl[M hen iMndows and Doors lawn t C� Enlmei1talne Validated It, Brent Swinger Luis Robert Lomas Steven M. Udch, PE ggm ggm Ymllld 3BimeYtl 081132D17 0wi 1/2017 ! � lHiG.Aaorald A9dmaa 081152017 ib'1021H7 YWa Approved mil z_a Seri! ]Ya! Yamlt Review 2017 lMnst� MI Wor ladom and Do Emmlyr Contalt laglmti.Llalm Ysmetdffi Want3wingw Lute Roberto Lomas Sown M. Urkh, PE pet 20 E 20 YameaII 1lWmdld lHi46ffi[mal AvnmYaE =13=17 Owl W017 OVIS M17 10/102017 Imaa Approved "5226#6 Produces Category: Exlerbr Doom (717) 3853300 PE-02514 (717) 317-8464 Canaae Exterior Donn (717)PE-02514 (7171317-8454 Subcategory: SVNng Exterior Do" Assemblies; bewingeramkvd.eam Subcategory: smmng Exterior OoorArwrxulis. belsrgsrQmwawm �d Alt QLNIW P.&.d 0—doom g2WMdZ=MA2U2& Aguoved for List Approved InHYtlZ 9lmlm lgUal IM88t H Hf2 Resistant Design P.rm11M ftA GLuMN Am!!mal Anorored for Use Approved for lama 1,HlH Z Outside HVHZ Idald Rehm DOOM pldblQ Comphomm, MWwd: Evaluation Report from a Florida RegalbredArddbd or a Licensed Florida ComplWroa Mwhod: Evaluator Report from■ Florida R"ktmvd Arddted or a Lioonasd Florida I a. &quokCteQuot aquot and squokBenohmark by 7hemla-Tnr6quok WE and flat Opaque and GlazedFbpWs Door with 12A71202/ and wMwd SkWW. hawkp aW Oullwing No Yeallo NM 6 e, &qud;Smoom-Bmr&QwI; aW &quoteandi ark by TMrme-TnrBqua; &6 aW W Opaque and Glazed Fihargbas Door with 121312021 aW wo" Sideass. Iewft and Oubwing No Yes NO WA ProfisNwal Enginaw Profnskmal Engineer CM61 Assurms Approved for Use Approval for lisp wwo palm Qualisr Assommum, Amoraved for Use Approved for Use lIDalo ggemg Saidsh Cramer Dal Product Model. Number or Kama Product Dossfielm Cost 104d Egpbldm Dom IO.IEH,IZ HmU&m !rates Effie Product Model, Number or Noe In H H Z Oulsift.H H Z Rembdourt (mMIR Ps� oratorio 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12131=4 NO Yea No NIA 4 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12031/2018 No Yes No WA 1483/4&quokx96&quot XO, XX 9Wquo"96&quot Florida Department of Business & Professional Regulation pop 1 Of I Florida Deparment of Business & Professional Regulation peg" 1 a I Florida Departrrient of Business & Professional Regulation Pape t or I Florida Deparbrient of Business & Professional Regulation F.P 1 a l Building Codes and Standards / wwi6 Building Codes and Standards 45201a Building Codes and Standards 1052046 Budding Codes and Standards 1/6018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail B Sage Emmtd ROE Rde Dab Farmers Rim 211112 EmmL9r 20t !ate Data Psnarm 20 ilml Yaman magglighm Emmr 9r EmhmIllawae Validated By Rea ode Yadddd Iukmftd DowPromisgd ode FICAmoffival Aoo®rd AN& Sate mm Yffidt lid GrAN or Combo ante KALtmnal. ltm d ft go amt DOW.Pandina imm d &&M d FW Aoo,al III Am®ld At" Ixffi version Revision 2017 jifiaggligailia Cbpoy SuldloB Products Company Conrad Paalomr a Litotes, Valued mf Mark VVabrteN IMertak Testing Services NA, Gay Pfrrehisr Yadeaaa Eulmad I I29=17 MOM? FWAmMyd Aeaovid 120SW17 IIdIa Approved 1)fu Ytlln Revision 2017 Mead.,hoor Cb Mr &diatp Products Company Cooled Paolatt & Ljormas Yr debod b Mark Wagadlald Inhrink Tooting Services it& Gary Pl ehter YaddM alimdaa FOC Aotmial Ao,,v d 112042017 08/10=7 12MS M17 Etna Approved Revtewn 2017 MI Vdndays and Doom Category: Exterior Dome SuhCebgoy: Sliding Exterior OoorAssembWs Compliance Meerod: Evaluation Rapes from a Florida Regb*W Architect of a lJen"d Florida Professional Engineer &, M sww Luis Robert Lomas Stevan M. LM* PE (717186&3300 PE-02514 (717)317-8464 bewingeramlwd.m OSM32D17 08/1112017 081IS2017 10110=17 Approved Reviews 2017 MI VOW— and Doors Category: Exterior Sli Doan Subcategory: odrodg Exterior Door AMerom a FloRegistered Yathod: Ellod: o a Report d Florida• Architect or •Licensed F FloridarloR ml Engineer &aid Sriingsr Luis Roberto Lomas Stevan M. Ud h PE I717)3853300 PE4i2514 (717)377.5154 beaanperardwd cmrx Owi3r2017 061112017 OaMS M17 101102017 Approved Citegwy: E bolor Doom Subcategory: Seasonal Exterior Door Assembles Compliance eteuned: CemRcalion Monk or Listkep (513) TA)-em led (513) 519.8011 mrreeterfieidadopaycom AffiMVW for Use Awwroved her Use based &tan Category: Extedw Doom subcategory: Sections] Exterior Door Assemblies Complismse MWnod: CerdBetlon Mork a Listing (513) 7704M Inc. (513) 51045M immumrflewQdopsywm Quasar Ammgano Alnrtse>all.dttle Altormldfor Use !oom digit � HE CIO ASK& Product Medea. NmMw or Kama ptoduapasubom Contract saturation Deb h1HH1Z Outside.HVHZ R fed d PJaallg Hall Product Model. Number or Hage C Comma! Exiolmillon 0,61 In.HVHZ Outside.HvHi Hallim P1JIaYM 37 037 W&n PAN-2P151: 84A, 94. 73, 76, iSM, 190, 76, Steel Pan (man. 25 go.) Single -Cue (up to RV wide) 05212= No Yes No +30 PSFI.32 53 063 VP-16 PAN-2FiS3: 84A, 94, 73. 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double-Cor (9'T to 1VIr 0621=8 No Yea No +30 PSFI.30 Ial R Prod otModal. Nunawor Name QLIOWASBUmnom Product Dosaddlon conum Eokdw Dab Anwayod far Use Andneved In oull'Ift for uw Imms pas Rehm Promote diet 91Y1$LAeWmOal Nalalfdjbir AmabaO for Lee In EONS outside dmmt Hmllmm Design Pressure 76V. 4RST, 4RSF, SM. BRSF, 2RST, 48, 42, 56, 48B, 4213, 55S. GD5S. GDBSV, GRBS, GREW, ARSS, ARM, IMNDCODE&F174; W6 Geroge Door PSF 4RSF, 6RST, SRSF, 46, 42, 56, 468, 426, 65S. GOSS, GD59V, GRSS, GRSSV, ARSE, ARSSV, ED53, ED5SV wide) WNDCODE&0174; INS Gangs Door PSF 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 121312018 1453f48quoWIliquot NON -REINFORCED No Yes No WA 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OX, XO, XX 12/312e8 988.quokx808guat NON -REINFORCED No Yes No WA EON, EDSSV Creeds O Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a 1 +/mIll Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail �„ a, Inrw,s Florida DepaMient of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I or 1 iffimis Florida Depedrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pigs 1 a 1 11=18 FIN13324114 RM11422 FLMIU74V P{/jt}111140 Pna2 mat Yman Revision 2017 MI VVtedcws and Doors Category: Exterior Doom 8uhCatapory: Slelrp Exterior Door Aeswnbes CoapBraor: trod: Ewprwiwor Asstroma Ocaspiida Reptebnd ArdMeq a a Roanud rnFlorida EnM corded P.mmlal Limm Validated by anent Swinger Luis Robe fo Lamas Steven M. Urkh, PE (717) 365,= PE-52514 (717) 317.84U-0464 barilnparQmosd.wn late 291 MAN" EuhdEd 0&132017 0811112017 d dLbodm Ids F1Q Ammlul Aammld 08/152017 101102017 I� Approved Cade Must rimin Revision 2017 ttm�nr POT Induebbe Category: Exterior Doom Subcategory : Sliding Exterior Door Asswndba Co pliaroa MWw&. C"Ametion Mark or Us" EmmLg Caroms �& LIMm INDid d � Dee. Ruwk Mtem4Dade BODO - CER Miami -Dodo SCOO - VAL (941) 48MI00 (786) 31&2390 drift-m date 21b dLmP�le Yadddd IILI IHlp Awarval 12202M7 1128=17 Pam AammaY l zrs 17 Etta Approved Came Yin Revision 2D17 l CURRIES DMWn ofAADG, Imo Calsim Exterior D srrmCaleaCq': Exterior Door Components Compsraoo tAMW: Certl6rnlw Man or Lkalng Enter or � Validated DWic Dew UL LLC Ted Sem in, PE (6N .dedlc 814 (306) 688-4707 dave.dedic@aewa0by.ao m go Pea I, 1103412017 1026=17 Dwoo peadm Io Ag�rd 12I052017 Etna Approved Safe I)me veal" Review 2017 Manufacturer MI Vwndowa and Doors T' Subcategory;$In Compliance Malhed: HOCentMetlon Mark w Listing ng Er mf 1E Coded Emmm[LLbg Y� iH Sm rt Saarpw Marian Anheecluni Stevan M. Urkh, PE t717) 385330D fen p171317 he �.� Dam to Ia Purim ode Validated EiimdOd , Aaww d 1229=17 IPJ132017 Aku Validated . - PrgbesbnW Engineer PLAISi4tts Products FLi476374i7 Pramrete Ali" 5 SERIES 420 ALUMINUM SOD REINFORCED Qualliv A— SERIES 420 ALUMINUM SGD REINFORCED XXX 12R712018 Aporoved for Use Assuaged eLi VWZ No for Uso !� HYHZ Ralllnt Yea No D I- Promises WA 110111 to Product IIPAvL Number or Name SOD5570 (Large k6Wis Impact) Guests Aaamarre ProductDonariollan Vinyl Siting Glass Door OW 42021 Aoemad for Uaa AQory,eQ.lbLim! �Y" oubme Waalt Rea DDowan WA WA Iffif 1 GOT, 707, 727, 747, and 947 Single and Pain of Done P Flushhe� � Lowered single and palm of 12031=6 Approved far use Approved InHYM gwokim Yea for Ur basis Hallam Yas Yea Dolan P- NM AW 2 ProaaatMoM,Number orName 185 SH Qualax, Assurance, Prnie3 52xS4 FinlFlange Frame IGBG Single Hung loma 18 Amoroved for Use Amonived ft Lear mww laHH>Z Okd k HVHZ BRNO No Yes No Design Erouae +8w-00 &cmol; 143dquotx968quot 2017 261.10 Cn Florida Departrnent of Business & Professional Regulation pave I a1 Florida DepaNhnlent of Business & Professional Regulation Pape, a, O W Building Codas and Standards I15rw1" Bulking Codex and Standards +/501e Florida DeparUrlent of Business & Professional Regulation Building Codes and Standards Pepe f a+ 1154101a Florida Department of Business & Professional Regulation Building Codes and Standards Peg.1 w, 115201e Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail FL#19349M PLC (D v Sall Iftt Y�gB tm�aanc EnterorPea Cd�gt EgaloM[lLl�e Yadlaaa.mt pea Ya80Nd IWmdld Pelt F9CAggmW A Soda &m irna Yamit �o�oM Em lmse Sa,d1t EoWmci.Llsm Ya110tldEY pea Pdt > Yalliala IWmdld FJt Aagtmna Itdut cu P1ndZ1Y=Bd t&tla22� SM I= Y}mlt RwbkM M77 Waidisa 4L or Doom Company Capgy Building Exterior Ca(agory: Exterior DCwe Subcategory: Sectional Exbrior Door Assemblies CoarPllonce Medred: GrtiBceNorn Mark or Listing Enter QI Contact EmInewrik m Yldklobalimf Sean ln704Mid InteMlc Testing Servbas NA, Gary PfwhM (513) 770-0062 Irne. (513) 518-0566 mweeter8eidaebpay.wm 21111 20 Validated Ilimdld 112912017 Ow102017 Dole Footling go FWAnrmral Appmvel 12b52017 tdaaa Approval rem IYg lamp Rwisbn 2017 Wm�lm[ Company Clop"Buildingior Doom Dion ry: Sectioned 8ub4tegory: SeCibnal Exterior Door AraemOMas Sub a Subcategory: ComPOarnce Motlmtl: CeNBcelen Mark orLMhnp Ertl& Canted Em merAL.loaes Washdev Mark 7704062 Intemk Twang BsMes NA, Gary Pkehter (513) 770-0062 Imp. (513) 5194I968 nnreatwlleidadopay.wrrl no 2111 now YWdntd Illhmtlad LH!lcAntgd 11292017 OBIt0I2017 20 Agramd 12A05120i7 ILta Approved Revision 2017 � MI VMndows and Doors D1ltegoy: Nandovm BuhCWgmy: FUwd Crmplbeao Malhod: Cortlticatlorr Mark or Listing SroM Sanger American Ardnledunl Smven M. Utah, PE (717)388-0300 Maebdurare Association (717)3174454 bewingeramaW.can Guests Assurance, 121312017 12 W4017 A,,,,vd for Use Aoullud.HVHZ 01A W2DIS lmtd Approval halm R.Moin 2017 PGT MUSS" Vwx1ove, fiubCabgory: Fined ComWtenoe MWwtl: CertleUtiorx dam or Listirnp Dun Ruark MbmFDade BCCO - CER MisnH-Dade BCCO - VAL (941)486.0100 (786)315.2590 OruaMapgOeduefrise.com 12202017 12Ma=17 122WM17 Age AWvd for lmald Approved Paelm > O 9IE� llaa m1�li 9v�l.tl)Zi ! O:alMaa dmaa ProBetMrriLWmrherwltenr la.tJmi Almblmau $alltlem PtmuM 9 A .Slat ApprovedSW porwnd SK Use balm Design 1 185 PW 73 x 721neuteted film 040312018 No Yas No +W1-60 9 PW5520 (Law Missile b WW) Vinyl Flood Window 04/J=0 Yee Yes Yes WA tit! Hallam P— Am Cale!" Hisibl m P- 85 085 V*-09 PAN-2F153: 73, 75, 84A, 04, 42, 48, 428, 468, Steel Pan (hen. 25 ga.) SkOa Car (up to 97 .we) 0602m No Yes No +38 PSF/42 102 102 WB-16 PAN-21`153: 73. 75, 84A, 94, 42, 48, 428, 488, SroM PM (min. 25 ga.) Dwbte-Car (97 to 107 05212028 No Yes No +37 PSFI41 4RST, SFW, GWS, GRES, AM, ED63 IMNDCODEW74; Vv6 Garage Door PSF 4RST, 6RST, GOSS, GRSS, AR53, WES wide) WINDCODEW74;, Vv8 Garage Door PSF U -FmJ O 0 Florida DepaMlent of Business & Professional Regulation Building Codes and Standards paps, a 1 1a12p1e Product Approval Application Detail ♦W M e ■ ■ Florida Depertrnent of Business & Professional Regulation cote Pp, a, Building Codes and Standards 115mis Florida Department of Business & Professional Regulation pqa, a, Building Codes and Standards 1 61w1e FLorstaft Sara EmmLa Iaa plat DW Paradins prig Product Approval Application Detail Product Approval Application Detall 11011 Yard lledalsobisor Canted Emlrou3Li m ydmdmm Ya[tlalKi Submh d F9QAffitsial Anonmd Irma RevNbn 2017 Thence TN Corporative Category: Exterior Doors Rick Wright Lyndon F. Wendt P.E. Ryan J. Kong, RE (41 17 4 13) 7 �5 10/18017 10118=17 10222017 12/122017 Approvsd W F o IYae Ytss i n 2017 Mask PGTlntluodles Category: VMndwm areas, or Contact Zn,kww A Lbonal Wadded M Dun Ruark MlamlM- 0edo 8000-CER MWDodo SOLO-VAL (941) 488-0101) (7861315-Zed Pea 20 YdiCdd 4114mtl1d 12rOW17 J2082017 Pd1Pl�m 21h Pao Approval Agamld 122&M17 IaYa Approved R 290 Iyg YgHt Revision 2017 llmiKffi4alt MI VAndows and Doom Category: VAW"s EmdLgr CtlGt Emtale[il,lrsm Validated By Brent Swinger American Arclutodunl Steven M. Urloh, PE (717) 65-3800 Manubdurora AaeoWtlon (717)317-8454 28 1 no 1 Yeltldd IlIQmWd fficAgo@)al 01/032018 011=018 Pea Aggtmrd ltlla Va9date0 Swinging DoorrAssombaft OW --:9 ExteriorExteriorde Flodda RegisteredArdri ed or a Licensed Florida Pedmbrngl Engineer rklm dpweuNarnte. par Z SubCategory: Swgb Hung Compliance MomW: Cem6o6bn Mark or LWOW dnaMcapg8nde6becom sroCategoy: Horizontal Seder Compliance Mreaed: CeNtietlorx Mark or Lialbrp bWanpbsftgerQmlwd.wm IalE Product llodal.Number wName, ggdkAgwom ProAratD.aedpllon In.1HHd2 oruM.NVN2 1no lwislaat am" Pressure Z FLAMM Products FLNIUd1$EProduces 1 a.&qud;FbrCWelorquot,&gwtSrreothStar&quot, Ung,,8&quoth.pad1lgwt Gazed FlbsrgWe 12/31=1 No Yee Yes WA Q data 7 SH5500 (Large Mksle impact) QuWWAnymmg P Vinyl Single Hung Whdm 07202020 Aggroved for Uss Approved InHVHZ Yes for use BMW Bedlam Yes Yes � Pressure WA AW I PnKRMModel, Nu berwelam" HE 188 FTn and Flange Frame Q CmigtEa 73xS2 Insulated! 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Shut*m 5m.robYaan@gripent.com SubCaMgwy: Storm Panels Caepgmae Methed: Evaluation Report from a Florida Registered Archbot or a Licensed Fkarids PmoMslonal Engineer Plalap6Jt5 Product. gblktALUMM Aoamt>YtMPub Associated forJW IMROM par■ Product Con&actExokvdonDdo tothil i ogw&Fria Residmt Prstiurs ate& Pwduatkto&l.Number aName CCm g&W Galvanized Sbel Slam Pm" mteised 12/312019 Yes Yes Yes WA 2 24 Gage Onlwnbmd Seal Storm PRMWWVHZ or not by tracks to provide hu ic" prdeogwe Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 m 1 trerm+e Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Pep, a 1 11512018 maitim4 laic laic Jai ili199$4tg ENkLgt laic J� 1mM�■ Mills F6a11t19-M vtme mm vardan b gow ZOWDElLawu vale.reey FBCADob■ Yb� aY� Fao.douwml A■®ma sites mm Ylaao fmoteat Marshall La.Llra■t )a.YLWNII YeakMa aubotaYII FlCeaoasal A9a®Ma ease lYa! 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Relieve, PE OOMVM17 OMIT 17 owlil 7 Approved Reviicw 2017 rrw Building Components Group bF Stan Lewis 100 EvakoWn Service, LLC WOO hl Relict, PE 091192017 09,072017 09212017 Approved (847) 91B4473 (407) Sol-1917 category: shmk" Components (847) 9188473 (407) S81.1917 abwb@aphelw.00m BubCabpoey: Truss Plates t apinattrv.am Cwmptlma R%Omxk Evaluation Reload from a Product Evaluation En* Quaft Assurance Anwrovwfor Use Aopmvldfor Jit 1mma Jalk6 FIiNaK-Ra Pmtlrab JmaNNAYI■e Aramedfor the Approval far U, Mail JIMkb Product genetical Central ExokaUm Dab In HYM OUN&J Preto■ aea2 InHOC immNAemmz Beklsot Plmga Mew Connector Pete 17i31/2022 Yes Yes WA WA 4 RW SCG/Aplse We" Mew Connsdor Pbb 12/312022 Yes Yes WA WA Florida Department of Business & Professional Regulation rage 1 a i Building Codes and Standards 15rm1e Product Approval Application Dell 0,lilsl� contest a Lkeoe V&Vdobd By Ybaltea AWMAM FW AIm[m! A■rslma slabs Sim! 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Number or Name pl■ In tM& Rise ECm9m eta dProduct Mal Number or Ham Product Descriction CgintradExclinigarillft In!>)?Jioubme In pr 6 MT20HS 20 ga. high swrgth true connector pets 01A1200 Yes Yes WA WA 1 Mkmlan LVL Lwr abd Vann Lumber 03/312019 No Yes WA WA 2 Pammm PSL Parallel Strand Lumber 0=12019 No Yes WA WA 3 Tkrkersmw LSL Laminated Starts Lumber 0313lrMO No Yes WA WA search CINM Florida Department of Business & Professional Regulation Pap 1 a l Florida Department of Business & Professional Regulation page 1 a f Building Codes and Standards 5rm,e Building Codes and Standards 1/51201e Product Approval Application Detail Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of 2 3/2812018 RJ6W4tB &lint EotkLer gals 2dt DMDPMWbw gel P1a66274t$ Csta Ebkfst Rtlk 201 DMDP*Wlno 29t C2s Entity or Ras We • n nor Data mm YtOkn Nealhlilm Cabtb EOMm[&Lkaon VYMabd By Yltmm aNOmIYW FBC AwroVA A■fmvd sums mm version mmigilabliz ogbtb EBallwt&1.1- YetmYmIDt Ydkim AWENN Fage■rsrb Airmail deeds SyB$ Val Manufacturer C Mact Enalneer &License o validated By Yalaatea Submitted FBC Approver Apo. ROM Revalon 2017 Weyerh us r Rob Bakhein ICC Evaluation Service, LLC James A. Rothman, P.E. 08222017 0820=17 07/0312017 Approved RGVisbn 2017 YVarrima auar Rob Boodeft ICC Evaluation Service, LLC Janes A. Rothman, P.E. 082212017 O&rAa 17 071032017 Approved Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/10/2017 10/172017 12,12/2017 Approved Cababry: SbuduM Components (263) 9244478 (Si 839.1344 Category: Sbuwtura Components (253) 924-6476 (608) $39.1344 Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Egaeered Lumber 0.Cbeitaaldvirele"ems subcategory: Engineered Lumber RobwLBakM4n@weyeda Subcategory: Metal Rooting IMofgulfccedsupply.00m :Evaluation Rapertfrom a ComplianceCompliance edax.00m Method: Evaluation Rapertfrom a amain-�^ Method: Evaluation Report from a Product Product Evaluation Emlb' Product Eon Product Evatuatlow L'cridy Flonda Registered Architect or a Licensed Florida Professional Engineer 91rmLA■L{m'd A Im■st 9vvmLAel■ola A■.Ihe AlbbbfW,a[Ike aLaeat grlga _ - -- aeat P cal Dot, In4te flYbi Pressure hat PmduaUmbLNr. tear«we P its, HVHZ oub&k Ill Rbdt Frsw■ Qui Assurance Approved for Use Aoorri for Use wool Design 4 TJ Rim Bard Shucluel Compete Lumber, or Oriented Stood 0=112018 No Yes WA WA 6 Wayedauesr RM Board Oriented Strand Bold Rim Band 03131,2019 No Yes WA WA $Y9i Product Model. Number or Name Product Description Contract Expiration Date In Ill Outage Ill Resistant Pressure board Pons Board 1 0.032&quo; Aluminum 5V Crimp Min 0.032&quo; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes NIA +r4/A/ 2 0.032&quo; Aluminum Gulf Lop over 15132&quo; Plywood Min 0.032&quo; Aluminum Gum Lok 16&quo; Wide Roof Panel over 15/32&quo; Plywood 04AW024 No Yes N/A -108.5PSF +N/A/ -111 search Cdbkb 3 1&quo; 24ga. Gulf Snap 19,qud; Gulf Snap 24 Ga, 17&qud; wide Roof Panel war 16f32&quo; Plywood W122024 Yes Yes NIA +N/Aii 4 1&quo; 24ga. VeraLoc 1&quo; Verai 24ga 16.5&quo; Wide Roof Panel over 15132&quo; Plywood 04/122024 Yes Yes N/A +N/AI -138.5PSF 5 1&quot; Vusi .032&quo; Aluminum 1&quo; Verrill min .032&quo; Aluminum over 04/122024 Yes Yes NIA +N/A/ 15132&quo; Plywood -101.OPSF 6 1.5&quot; 24ga. Gulf Snap 1.5&quot; Gulf Snap 241 16&quot; Wide Roof 04/122024 Yes Yes NIA +N/A/ Penal war 15/1 Plywood -116.OPSF 7 1.5&quota 24ga. VerseLoc 1.5&quof; VerseLoc min 24ga. 16&quo; wide Roof 04/122024 Yes Yes NIA +N/A/ Panel war 15/32&quo; Plywood -123.5PSF 8 2&quo: 24ga. MegeLac Mn 24 Ga.2&quo; MegeLoc 18&quo; wide Roof 04/122024 No Yes N/A -NIA/ 9 24 Ga. GO Lok Panel over 15/32&quo(; Plywood Min 24 Ga. Gulf Lok 16&quor; Wide over 15/32&quo: 04/122024 No Yes N/A .108.51 +NIAI-96.7PSF Plywood Florida Department of Business & Professional Regulation Pap lot 1 Florida Department of Business & Professional Regulation Pap 1 of 1 10 24 Ga. Guff Seam Mn 24 Ga. Gulf Seam 16&quo; Wide Roof Panel 04/122024 No Yes N/A +N/AA93.5PSF Building Codes and Standards arm18 B Codes Staftderda 1Krm18 over U4 Wood Pudim over 15/32&quo; Plywood Isldng end 11 24 Ga. Gulf Seem Min 24 Ga. Gulf Seam, 1 3/4&quo; Snap Lock, 041122024 No Yes N/A -NIA/ 18&quo; Wide Roof Panel over 15/3211quo;. Plywood -1085PSF Product Approval Application Detail Product Approval Application Detail 12 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Roof Panel over 15/32&quo; 04/122024 Yes Yes NIA -NIA/ 13 26 Ga. 5V Crimp Plywood Mn 26 Ga. 5V Crimp over 15/32&quo; Plywood 04/122024 No Yes N/A -156.5PSF +N/A/-131.PSF E 69IMMA gnj� 4 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Roof Panel over ix4 Wood 04/122024 No Yes NIA +N/A/ Purlins war 15/324,quot; Plywood -156.5PSF 92111111 Entift Jai RO pollPendi■ 20 RM Eldb or laic 20 J go 15 2fi Ga. Gulf Lok Mn 26 Ga. Gulf Lok 18&quok Wide Roof Panel over 04/122024 Yes Yes N/A +N/At Iva! Yfalm NeB1 91k[ C90Yfd E■IlletLALafaa YbNMad®t Yt1aa1W aahmaYg LMidorsmal Aggrmaa albl! lYne Ye1sa9 N C1mtMd EOdmLi.Llr■ea ladddu.kt Yam ARIZONA FOC Anneal Aso abroR 15/32&quot; Plywood -161.OPSF Revision 2017 CASTCRETE tak Wa Craig PanWo KS m4Dads BCCO- CER MYmH)ade BCCO -VAL 11/142017 10/182017 11212017 Approved Revision 2017 Commercial Concnb Pmodu halnn Robert OBls THUY H. HUYNH John Fly tOf1420'17 10113=17 10=017 121122017 Approved 16 26 Ga. Gulf Lck Mn 26 Ga. Gulf Lok 16&quo; Wide Roof Panel over 04/122024 No Yes NIA +N/A/-63.5PSF Critical Shuchww cwrpwlands (813) 621-4641 (786) 315-2590 CMWr. Sh oural Cwrpontsats (813) 658.3707 PE-MI22 (352) 5W-8311 15/32&qud; Plywood 6uhcabgoa)r: Products Introduced a a Result of aPsmlnollicaawala.com SuIsCasgory: Products Introduced as a Result of PacNbebwllYaboo.am 17 26 Ga. GuifPSR Mn 26 Ga. Gum PBR Roof Panel over 15/1 041122024 No Yes N/A +N/A/ New Tedarolopy Now T Plywood -154.7PSF Compliance Ms1wd: Centratlon Mad or Us" Compsea MWwd: Evaluation Report tram a Pj ea4n0 ProductsFFloaWRep4bare d ArdbUd a a Licaed Fiodtla m9Yaer LAUb Approved Um Apmond for Use lmom go" FL11774413 Products seag inLlYlli tlYtli ! Prmat 1 Hqh Swngth Concrete Lini 4, 6, S. and 12 kldm wide total$ OW112o18 Yes Yes WA WA QuMW Assurance Appealed As Use Aperaved for Use led 200 Ant Product Model. Number aNam prsgyg OSWodm carArad Exokatbn Dom In oumm Rnkm P1tiWm 1 Costly Precast or ColmwrtlN Concrete Products Pecan add Pasbwwod Concrete Lintels 05261 No Yes WA WA Sea # Product Model. Nurramaz or Name 18 2fi Gn. GUI/P6R 19 26 Ga. GutfPSR 20 26 Ge. Gu1fPSR 21 26 Ga. G ulfflh 22 26 Ga. GulfRlb 23 26 Ga. Carl 24 26 Ga. Gull 25 29 Ga, Guffft 26 29 Ga. Gull 27 29 Ga. GulfRib 28 29 Ga. Gull Search Criteria Code Version: 2017 Application Type: ALL Category: ALL Application Status: ALL Quality Assurance Entli Contract Egrlred: ALL Product Description: ALL Approved for use outside HVHZ: ALL Design Preas..: ALL Data To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description Min 26 Ga. GUItPBR Roof Panel over 1.4 Wood Purlins war 15f32&quot; Plywood Min 26 Ga. Gull over 15/32&quo; Plywood Min 26 Ga. Gulfi war 1x4 Wood Purtins over 15/32&quo; Plywood Min 26 Ga. GulfRlb over 1x4 Wood Purim war 15/32&quo; Plywood 'n 2 a GulfRib over 15/32& d Plywood Min 6 G . IfR W . Min 26 Ga, Gull over 15/32&quok Plywood Min 26 Ga. GuffRib over 1x4 Wood Purlins war 15/32&quo; Plywood Min 29 Ga. GulfRib over 1x4 Wood Purlins war 15/32&quot; Plywood Min 29 Ga. GUIfRib over 15/32&quo; Plywood Min 29 Ga. GulfRib over 1x4 Wood Purins war 7/16&quo; O.S.B. titin 29 Ga. GUIfRib over 7/16&quo; O.S.B. PL #: 11651 Product Manufacturer. ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use In HVNZ: ALL Impact Realaant: ALL Date Prom: ALL Quell Assurance Approved for Use Aocroved for Use Impact 0"Ildn. Contract Expiration Date In HVHZ outside HVHZ Res pressure 04/122024 Yes Yes N/A +N/A/ -151.7PSF 04/122024 Yes Yes N/A +N/AJ -154.1PSF 04/122024 No Yes N/A -N/A( -151.7PSF 041122024 No Yes N/A +N/A/ -164.2PSF 041122024 No Yes NfA +NIA/ -159.2PSF 04/122024 Yes Yes N/A N/A/ -159.2PSF 04/12/2024 Yes Yes N/A +NW -164.2PSF 04/122024 No Yes N/A +N/A/ -123.5PSF 04/122024 No Yes N/A +NIA/ 46.OPSF 04/122024 No Yes N/A NW .101.OPSF 04/122024 No Yes N/A +N/A/ -116.OPSF /tey�p�a ^W C^_ VJ V! U N Q O C CQ ME 0^1 O 0-2O W CB O O M �_ Ca .� ECU ♦� CU .� �- /1'� VJ ls..i� z z W J O ■ aaaaaaal W C/) CU O L_ CL O 2 V °- r V I W w Q Z Z Q J d SHEET NO. PA 1.3� i.. .I 111.. __-.1.-._._...:. ace.___ L. Ili I