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HomeMy WebLinkAbout3254 Lytton Hall DrABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room 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 AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handier Unit FIR DR French Door RECEPT Receptade ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector 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 Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KMlall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken 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 MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical OVP 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/ or w/ With ELEV or Elev. Elevation PIED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 FRAME -WALK REVISIONS 12-28-17 3.00 2017 FBC UPDATES M LENNARam 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 I PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS �;vmpLy WITH EVAI d ,til t""'9%`'ii�t'; '¢i&o t-���s�..ama_ I� n.1r% ORDINANCES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. G� 0 V Z co O — O z� ni V) CD Q) cr, w �V — O W t/�t— N E U o c:> m N W � — N M 0,m m `6o r`�i c4 = a� O o N 1 ( V L a: 00 0 o Q a o 0 rn Q o B D. N Yc N N � o o M iz QS§ Laz, z Z ��? F. au U ui au W ¢ Sri 010 a Z VC? t LLQ •(h r . Z i1G.Co N v ❑ Vr (..a w" . °. 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L NR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 rr o z¢a zaa LU U ¢ a K O Z O O 0 Z Z LU 0 J Lu uJ O rY � O U�rzOO /1 w Lu LU z o . `' z Q) , A �) W o O Ln O ¢ J W = V 9g 0V0 F- OLU Gq pU U ¢ y� TI EaO ?�¢ t� a ¢ LU Q oluCe0� Z � E3 2 Z ri Lu Rao ¢ w J ri IJ.J Q tii � u-25 0 < Z � ~ ¢ �Y�Z N Z Z zo ZL.LJ � a0 JU) 0 SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. C S slel� BAtfIr�RI�I1tr1�1�iE'��IIIL4i�IWlAl1�IRl■■■1■i�llfllA�■�� M L0 r- 0 IZ LZ N 00 0 0 00 54'-0" A H.B. S3 TYP @ 1 STORY 0 25-SH AC PAD I �1 x° O Y� FIBERGLASS o� MO SURROUND N 'r' IBERGLAS - 15'-04" _ 1„ - URRRppI1N 3'-D _ 1„ 10'-4" - o0 2' O r; O 1,N 60"x36" "' TILE _ N A O- I SHOWER r ' TL N A N coM OWNER'S �N LIN N BEDROOM 3 BEDROOM 2 SUITE 16" DEEP N I 8'-0" CLG. 8'-0" CLG. _, 8 -0 CLG. A,1 1 CARPET CARPET CARPET 8 ( q in 1 8'-0" 2'-4" 4'-2„ 3, „ 8'-04„ 3, 32„ (4) 2x4 #2 SYP STUDS �sr V V . 1. C . I 2668 2668 S3 A S3 I W/ USP HTT4 @ BASE T AHU 8'-0" CLG. I 4068 B.F. O 4068 B.F. TYP @ 1 STORY TYP @ 1 STORY 00 `N CARPET 1 =o W 166 - R&Si N R&S o R&S N R&S �nio 5'-8' 10 4'-0"I - - - - - 20 8 H AT T-4" G I I 1 _ (4) 2x4 #2 SYP STUDS FOy R -TILE I I 1 8'-62' 10 1 W/ USP HTT4 @BASE '-104" 9'-6" CLG. qO s T-48' I a 7-g' Cl _ _ 16'-2" 6�-8" 00 CAFE K 3068 ° C7 `O (D U) 11( VAULT. CLGI S3 0 0 __ III I II;tD.W I I en ,� PATIO 1 CARPET I I ----------- T BUILDER TO PROVIDE APPLIANCE G.T. 1 o III I 11 - - _jW.H. ( I iv PROTECTION WHEN CC I -----------Til S3 D REQUIRED PER FBC 1 q c� 4'-0" 2:12 SLOPE I I o I O 2'-6" _ 1 - I S3 , N U v� I ENTRY 0 _ O Y z CEILING I 11 1 1 ° 1 1 0 60 X 1 a cal 8'-0" CLG. I I 1 1 I I I 9'-6' �L; I 1 I m CLG. I K 1 I I I I I I c" I I C=JJ�..•• 2 2„ I 216„ S3 1 I 1 , 1 20'-04' I I I -I- _j 1 T�; II O I O ° I I I N AN RY o EDGE OF SLAB 2" I Q BEYOND WALL I = I I I l O o o 0 __ =W 1j? I I /�------- OPT. co I I j I I rn / r REF. -----�: (o r o lI lI OA M N 16" DEEP YER VENT X 2 CAR GARAGE THRU WALL / FAMILY R M - -- - HANSON BOX 8'-0" CLG. I I ' I I - 8„ 15'-02„ - @ 36" A. F.F. 20'-04 , 175 I a I / / CARPET I Lu CV CN I 1 I I I I N z :3- D S3 1 I t I I I I 2868 TI E 2868 o - - - - - - I CV A S3 H.B. TYP @ 1 STORY 46' 6'-8" L1'-4" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20 X 38 j 18 4 X 37 j S.H. 14 20X501 184X50 S.H. 15 20X63 184X624 S.H. 16 20 X 72 18 � X 71 � S.H. 11-12 271/4X26 26X25j S.H. 1H3 271/4X38j 26x371 S.H. 1 H4 27 J X 50 j 26 x 50 S.H. 1H5 27�X63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j4 X 50 g 36 4 X 50 S.H. 25 371X63 36jX621/2 S.H. 26 37 j X 72 36,21 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 38 j 52 4 X 37 1 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 j S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H, DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd, or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min, of 18"above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 OB +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 ( +26.6 / -28.0 OF +26.6 / -32.2 T OHSEE SN SHEET 6iuz H NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 45 TOTAL AREA 2008 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 00 �u 0 CM _ o z 40 C0 Q) cn a---J L u .O ,,,Ln m QE i- (� 0 M r- m N W Epo F- cm m M _ U T _-0v. O O N ) N1 L LL_ 00 Uri o Q rn fl- o L. av rn Q o AI B D® N c B D C ��Kuso N � s�� o o a ` a�MopZ W Z U Z LV P_ Q N LL o o W w N N a W LU .. ZLL'OF ,I `- yN[�� RC ,-�, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W, Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 Ln 0 w a °d U Z 0 O U r OO? W d L O ono w V W N ED L Z LA o i U � Oz O Z JJ l� v Ln LL O ' `A' - • ^ a V w µ°wmoo O U a M R- k w aa£� 8 z z � ,-I zo Lu a 2 LU J Ln r-I tii = 4 z NQLua Uj Q z Yu'01z N tO Z Z Cezo ao 0 Ck : _ w SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. 1.0 ���■1111�11■III■�EIIIII�II■lTl'11111f11lARil91AAl�I>n�ll■ 50 0 IL 8'-0" , - D �� 0 DW KITCHEN ISLAND I i,-n-, 8.-5111 OWNER'S BATHROOM 01 5'-0" `9 0 LU c%> d1 O CV 0 M OPT. REF. KITCHEN I 8'-5' 0 ih O (V HOOD Lj Lj iv RANGE KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" F J r� �T q0 11� ",Moo 1 7c_ M O z10 z �C (.n Ur w --) �o �V — O,y �V) � 0 r- m N W E t-- M N CA M M = �U)o T 'O O = N a) y L_ L.L OD Y Q O Liz Q v Q O Al B D® N c B D c 1W N �O O f`OJ O) � oN0 U Z W'06� z LL �o � Lcl Lai. N aI W a W Z �gSNap�[p �W- ' ' � NN,G.0 �,aps lal f�°J; 74"e�Fi:Rt 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 Za F Q w Z.: L MOO OOari� ZUQQ Zw �/� V J O W O��o U W LL N m2rO L W W ZO gU `J z Icy- O 3 Q) L / -0 W o z _ Jw µ80Z -Xo" 1 0 J Q m a U 0 O Q N z <0 Z < QagC o--0 W W —1 r r! rl LLI Q Lij z U w OU � gQz N Z jZS coao O 4� J W = Z ¢ g ,� a cn o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. 2.0 � - _ — I I I � Y Ill A IIII IIIIh illl dJl�l;k� I. �rLliiiiNlV VL:BRiY I'dilu�'Itlll_4�rlllllllltiil.,l _, i IAin I I '"�� �: �� lil � i, 3 N i CV 0 rn M cV CO u7 I rn a a� it c a� _ rn CV 0 0 J cV to LO u7 I rn -o 3 a rn 0 v a E E O 0 a co f7 O U v 0 UI 0 U L y i 0 U J C� rn 0 00 00 Cl- 0 0 0 s 0 00 0 0 0 m N 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS V x 9" SMOOTH TEXTURED HEAD/BAND TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 12 , 5 I I l 12 �5 HEEL -1----------- �--------- - - - - - - - - - - - - - IT]F7�1:1 D El El FE] 0 F 11 El_=_�=_ J-1 I : I FEI D E I F17] 0 FE71 F1717171 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF, SPECIFICATIONS T.O.M.- - - - - - — — — — — — — —— — — — — — —— HDR HGT. —I ------------------------- I I I I 4 bo cp io .1 N ------ T.O.M. I I -I----_---HDRHGT. ------— — — I ---- 0 0 _ _—/ - 9 v bo F 00 (o 1" x 7" SMOOTH TEXTURED SILL / BAND ----------------------------------F.FL. 4' RIDGE VENT 12 �5 --------------------------------------------------1-�1--I-------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. 2'-0" , I I F. FL. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FRONT ELEVATION - Al RIGHT ELEVATION - Al General Notes ROOF CRITERIA; • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40%" but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA! UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. ID, zM 0 —o z n E3 z Ln CD Q) C 'N W r) •V — O L" ~ r- ZD o i� iLs ~ U 10, m n W E N M rn ch a co T� 0.ON �00 Y Q o� O Y R to�v rn ¢ o B D® N N N U) O cc-,:,oN0 �� N Z z Z W 21 5p ,� � 0 r (n LL�0 W Wf o_M EN 00 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 �o z ¢ ¢f f� z w¢�Cr zo o 0 zU 0 w ¢M Z o00 CL W 8-o L L J 1 ■ • • Z O a CJ > W i Z a z LL Lr) U c� G — / lC J ¢ UU = T" I z 9 0 g z 2:o- Wo<J LL_ z2 Z ¢¢ z z r-1 62 LU J L� rl LL1 2: LLI a Lu z o L F U M (V �p Q z z Qo m 4 LLI z �o w Z O T�z v , J Z ¢ a d U 0 SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION No' 3ol SHEET NO. 3.1 3 v a c a> v s 0 -d- rn cV LO LO rn i Q rn n CD 0 Z' J PO cV Co v7 I rn 0 -o / Y O H rn 0 v a E E 0 S v c J t7 O U v c U Ky+ N .O i U rl Z !n Y C O v 0 J N LZ 0 00 0 0 N W 00 v 0 0 Q 0 m v rn 3 TAB SHINGLES. ROOF — INSTALLED AS PER MANUF. y� r SPECIFICATIONS --------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 12 5� -----€XTE�E-0---�' OVERHANG TO BE CENTERED ON DOOR 4' RIDGE VENT 12 ;Z�5 ----------T.O.M. 1'-0" ------- HDRHGT I --- F.FL. 5� 3 TAB SHINGLES. ROOF' — INSTALLED AS PER SPECIFICATIONS MANUF. — r 2 0 V-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) LIZ 1 0„ TEXTURED CEMENTICIC FINISH ON C (TYP.) REAR ELEVATION - Al T.O.M US M.U. _ bo F. FL. LEFT ELEVATION - Al SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. 'CALCULATIONS BASED ON THE FOLLOWNG 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. r-, O �) � 1 �r �U (D 12 Z M 0 — o Z N Z Q a L/) CD w � Q 'U V O W C m o �Lh=3 n3 ~ U o 0 CD N W f— E N M C� M CM -- U W N 'O C ) O o �' U �LL00 o aim o 0 vo.: rn Q o A 1 B D N CB C C- De. . N N o o rn oNo Z W MN - AZ f�' z ii �LLo W -6- N aw W V¢n� 0 a Z Jltl1� C14LLW-"VLU �►OE 'c r'•• �ci N'E •� w � Rl'F ENG. ul a o\0 i fJfglJlt11t11a 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 �Q z ai z U zoo O Is' < ""` ow z � O - - �C� J 00 QW�o W U LLJ (a U L J w Zz O LU f Z 0 ~ p G OV -o _ Lr) J 7 L J w = 1 Q .9 000 Q 2: 0 J W o $ cr_moo¢ v Z QQ > W Q Q aQ Or-�r1 Z z rl LL �o'o�i W Lr) a � J '-4 W Ln 1-; UU Qa N Q Z Paz Z C0S CD 0 r QZ J W = a z SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION No. 3ol SHEET NO. 3.2 3 x `~o n -cr rn rio " M to LO I fT t a c a> ,o S cV 0 J N ca LO I rn i c c_ N Q rn 0 / 0 a 9 a E 0 0 c c J y N E U E U a .O i / a W i 0 v U J t� rn N G~U 00 45 Q 0 00 0 0 0 m d v to 2„ 1 2" *NOTE: VARIES 1'-10" 12' - CAP - CAP N iv FOAM TO BE USED 1" RADIUS ih ONLY WHEN REQUIRED BY ^~ 3 1/2" RADIUS,1/2" RADIUS C8 iv r, 0 � COMMUNITY SPECS. IF NOT, I� DETAIL TO BE 1" 2" OPENING VARIES 2" 2 _ iv 3/4' RADIUS a 1'-54" col, � � Cl) BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1" 4" VARIES SIN 1'_p 1" OPENING VARIES 1'-4" 0 221" VARIES 1'-4" M '- iv 12 VARIES �N 1„ 1„ 1" 1, 011 1" 1 1/2" RADIUS 344 4" 4" I I I I CV �` I I 2 1/2" RADIUS (MI V rT� - —C61 MLit (�iIV � � VARIES 12" c IN M 32" 11" 2" 1" 1„ 14 BASE CD BASE 3" 2 2 • fTN MTv 1 1 3�. 3 3 4 a 1$ 4 1'-0" TN 4„ 12, "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1° OPENING VARIES 2 °' 1" 1'-4" 1" � DETAIL TO BE 2 2 co BUILT W/ STUCCO. EDGE OF 24. • rM ' OPENING 6 0 1-1/2" THICK 1-1/2" THICK 4 101, N M 21" 4 d 10" 6" � cv _ '17 -IN rla '7 T M LL- & 4 2 N 2" 4„ 3„ 6" 2" 2" N cn w co w 1-1/2" THICK 31" 24' M _ -a 52' 2'-4" 1'-5" 52" 54 1 4 3„ N 00 iN - •i1i � 27, rM a" 1" 12" O VARIES VARIES 2' CV L L:J W 22' Q ^M '2 VARIES VARIES 4" 8" 00 iv i iv r 00 - r 3. �� 6" 4" - - KEYSTONE F11 b OPTIONAL YSTONE F11 OPTIONAL 7KE 2 M 2 4" GARAGE DR. OPENING 4" 3 a WINDOW OPENING 4"' e INSTALL OVER STONE, TYP. VAR[ ES • FIN. TO HAVE TRADITIONAL LOOK &SMOOTH FINISH ' • • • FOAM/ EPS MATERIAL IS 931 ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14' 4' 14" 12' 2' 1., 1'-4" 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54 1 -12' S4 3'-8"� iv 1 4" T_0" 4" 10" 1'-4" 101, `li o 00 T A cV zo 1" iv 1" C cv 4 J— o?o • AQ,, 2 CV O GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) Ft 0 ACRYLIC SAND FINISH I (M 0 m �C Oa I� Z C� C —f� (DM t1a p DV — O LU ,(s f0 H Y , k— v u1 M oa m N LLd tE °^— 8 N M lT m M E2 ZS C-) ai O 'o o rn rn o 0 Ln 0 .QCL rn Q o A 1 B D® N C B D C N SM Z LU Z z F � a Im w LU a'- N a w W V> =LL o a L a N :� Q R L�o�a, w N Z a -N Q N¢d a W Ga � � o WWW.FDSENG.COM 0 N 0 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �O Wo �F wzUZ0Y oo�0 z,ua�Q Z z J w � O 1 1 1 ■�• O z o U 5 N � � ) c�c L L , O J z UU = r LJ �; I- o F-- W°W°o F Y '� �O� i"c m a LLl U C Q k N L� ZQo w Z Q 4 n g Z w O � O �_ a � J Ln U.! ¢ z O WU °a o�� FriQ N Q Z �¢z �p ZZ a o S m Ch 2 auj O J ,-a a cn o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FEF DUPLEX OUTLET ABOVE COUNTER � wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH THREE-WAY SWITCH �R4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;O" EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �o PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT PM ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 00A 1 #12 copper to 20 amp ckts 200 AMP #10-2 copper t0 WH #10-3 copper to Dryer MAIN r O2/0 or 4/0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING O #4 GROUNDING WIRE TERMINATION PER 7; WITH CODE APPROVED NEC 14,250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=V-0" 0 co _ o z�z Q V) z V1 CD w V O W r o U o� m CV w f— O to m N M N M _ UU p O 0 CD U oin �" o cc Q 0) o 0 0Qv v rn Q o Al I B D® N �O Va' Lu z rb U) .wwa<.7 t4'wc�zwi wN�.off LU oN . 0 Z 04; m-Q Z - LL a N ¢ E A LU o O WWW.FDSENG.COM rn 0 CV 00 0 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE NA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa,com 0Z of f� z W<�W Q oo80 �< 0— �owz QW L N mVo L CL LL ZO \ U i Z LL w a J � Lr) W 0 o = O g O LLJ o00 J � O ILL—Q U U¢ — 7 Xco r� N Q o a O Za Z� rF W n✓ Q Q � K O ~ Z z O u O u CK a �Z U.j �+ LU C7 rL O w G Q VO1¢ 2 i5 M cV Q Z W � Z l0 Z o, o 0 m Lf)Z Ck � tll - M a� O = rn T__4 a cn 0 SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS - Al 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. SO. 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 23.00000 1.000000 Floor 2008 1928 275 964 69 482 0 483.0 345.0 138.0 (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 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 verib lated. 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. lJ it � I 0 12 Lu z Cl) —o Z Q a V) CD cn i---+ w Ca p �V — O w T �Lh o C) o rz- m �, LLJ F— O N M 0)co cYMi RON— U 2 -0 C-)_T)i O90 �J L.L 00 O Q rn o- O n rn Q o B D® X N � �•I i Z LUv�0? z U) M a Cr. ��o.o W LU V 010m- ��¢ o Z 4 o �4a1," 241111111%_ %No J a e�i'GYCOM __ .•W�bF " t, �� a`.. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €0z 3� za f a UJ Uz00 K _ 0 w z ON A Otero U w w N L 0 1 l Ln l� Z Y U U Z Z z v7 3 G A L , ^^ �..� l z U = Q i h O LL aYP J O vO�a (V 1� ` Ir o do< Z a Z a w Cl(- ' � q ¢ a S0 z rl w it a 2 zt LU Ln lij Z a Z 8 G gF� M < z awo Z un oo m O Ln � Z 4 2 J� a g ,-I J a cn o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO- 3ol SHEET NO. 5.0 c c d 54'-0" 3'-0"1HB .j_ I A S3 TYP @ 1 STORY U.N.O. ■ ■ ■ ■ ■ ■ - ................ .............." ■ ■ ■ ■ 1 ■ ■ I? i r- — --i-LO I: —----- I I in �. �\ 17'-28 5„II 2'-9" 2'-8" -11g I . 1 r 1t + N II I• � � III I ■r II jI. LJI I 01-01, \ I - ■ -i HVAC CHASE BASED ON LOCATION II j :: IL J ' _ j I N I �, �I + I - 10" 06' ■ CJ CJ CJ — CJ cY) 2'-6"x2-6"xV-0" W/ (3) #5'S E.W. 17-5$" 36-6$' I TYP @ 1 . ....... .. STORY U.N.O. — — oo F............ — J:........:::..... ::..I...:' �.�. S3 ..................... ......... I. ....: ■ S3 : ■ 3-1/2" MIN 3000 PSI CONC. SLAB FOR TOP OF CONC./ PAVER TO BE 4" . HERNANDO COUNTY ONLY BELOW FIN. FLR. %■ 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 7-18 4'-8" 2'-6 x2-6"x1'-0" PROVIDE %2' x 9" N L C' -3 1/2" MIL VISQUEEN VAPOR BARRIER 16'-118" 8'-64" W/ (3) #5'S E.W. RECESS FOR FRT. DOOR SLOPE S3 d -3 1/2" J o �/ CJ I PROVIDE 11 D.W. Ill I :: Y2" 1 RECESS 1 — — FOR SGD. REFER TO I 1 II �� I IIL_--�N MASON'S SLOPE FOR C° 4�11 �r�aIS3 ,W.H.// K CC CCU I T STEPS AS: I WIDTH `4 I II �� III`=' S3 2'-6" x 2'-6" x 1'-0" REQUIRED I I IL—JII� I •: — 7-5" I T-1 " � W! 3 #5'S E.W. ( ) PER FIELD : I I I I II r �IIIY II A, CONDITIONS 4'-O" I I L JIII� I I L== J 20'-6' T-O" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB TYP ALL PLACES SHOWN [ I I KITCHEN ISLAND I : ; BUILDER TO PROVIDE I °P @ LOW K APPLIANCE PROTECTION I � HOOKED FTG. DOWELS 5" EMBED WALLS S3 S3 N W/ 25" EXT. ABOVE SLAB "GRADE 40 1 CHASE TO WHEN REQUIRED PER FBC I ■ STEEL" II ISLAND — — — — —I tCTJ ^ tC-I- I °' is S3 • : N TYP @ 1 STORY I 11 I. 1 — U.N.O. I - —---- __ _ _— —� _ F —_�I _ = 1/2" SLOPE =_� (OPT. / I OPT. D I : -3 • ■: I I I I I I LeJ , I 1 20'-11 z" L----i 5 I: 4'-6$' 1 IT I Cn -----------�-- —-------� --- ------I— ----j o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ . . . . . �.. . . . . . . . . . . . . . . . . . . . . . CV ■ ■ ■ T-5Q" I 2' A S3 TYP @ 1 STORY U.N.O. H.B.+ 2'-6" x 2'-6" x V-0" W/ (3) #5'S E.W. 5-20" T-1 o" E21151 FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN.— FOUNDATION PLAN `�� u..l z W J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" —#5 CONTINUOUS j ; :: •' '�_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. —Alternate: e The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" z �00 IV ram- ��/I��•�'ti I, v L� cD Z co 0 — o Zco Z Q d U) z V) (D cn w � p eO w N m t— o t - Cn Cl) O o m N W OV N Cl) 0) M M — = ai ` -Call 0" N U `nai t ti COO � o Q ') a� � nv rn Q o B D® N C B D C N N W z Z �N� � ` C a � a �LLQ-o ui w WLU ' "o a V Z ' E0�AT—Tv -WWWTCDSENG.Q0fKV e j e e 01� f; .°oo C`pF 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 Lu ¢� �F w4�CL oo00 /t / uowz z.2J w m a p �W�o Z m a Q LU zz L oU > CL xz zOZ z 0 W O ¢ ZZ Q U = �""� J J Z I o O �°Wuoo ~ Y <.08 J LL. 5�ma UiC¢ N zap¢ WZ Q aaw oBg� Z 02 ZJ LV Ln 0� LuL8 z ri L Q~o vLL o¢¢ M � Q z Z �`Qz LA Lr) Z �j a o � � 2 Jz rn0 T a cn o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO, 3ol SHEET NO. 6.0 UPLIFT CONNECTION CROSS-REFERENCE 8,8,r9 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 112" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 1Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1Od H HTT4 3610 3105 5/8" ANCH. / 18 10dx1-112 HTT4 2715 5/8" ANCH. 120 1061-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-112" HTT5 3225 5/8" ANCH, 1(28)10dxl-1/2 K HD3B * 3130 3050 5/8" DIA, BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD76 * 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 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od 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)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d 645 555 12-1 Od X 1 1/2" -4 * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS + +) (B) (B) ( (A) ,) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY LEDGER -(A) - INTERSECTIONS. INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. 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. SEE 3/S5 FOR \ STANDARD GABLE END \ FRAMING 2X TOP PLATE TO --� GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM GE15 FALSE BEAM GABLE END ROOF FRAMING PLAN SCALE: %4" i� U hli CD "2 zco 0 o (D Ng Z Q Q U) z cn CD w V O w to Z m H o (, o ti m N F— 8 C O Cl)_ O mMIN -9 N 0 I�, v 3 U-00 5 0 Q & no Qv v rn Q d B D. N N LU z° I� Z 0 LU LJJ a p� 0 itill .1 ,� �5 y.. U 04 ✓WW FDA N .COM _ A L —+ J j' 71 w j G't s F E 5 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oZ 0 �o ZQ a� z LLJ U0 �zao Q J 0 Z Z A V O uu ^ z m o L � � ZZO /LL Z a z L L (~ L O 0 .� O J U = rl J IL U— 01 9 C�pZ o OJ a 8 O v J � N Ir za1Z wa Q C < e o8EO z z LUo - L IJ L 0 LJ.j z o J ri LJ.j � � � U a M N Q Q z CWE2z z Cyoo m '/� yI , W _ � Z ¢� SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION N0. 3ol SHEET NO. 7.0 err r ri r Iiliu; Ilmr In Irnru -F- GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/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 R', 4L FORM & GROUT SOLID O i O O O O O - 8F8-1B/1T 8F8-0B/BJ/J1T 8RF6-0B/1T r. o N W p p p O _ U;9` `— U O O O O p /5 BAR CONT. 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 81F16-1B/1T 8F12-1B/1T -* A: © © O O 8F20-0B/1T O 4'-0" LL 0 V' LINTEL DETAIL F I� r l� - :� •'T� �'..5. SCALE =N.T.S. O 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T Zm Cm Ono on 00-0 10 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = w 8 F 16— B/ 1 T a z Lo Z r tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cat 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. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S REBAR.(1)RE MIN. TTOP (1) REQ'D 1/2 LEAR ALTERNATE POWERS STEEL LINTEL ° d O d C d °C.M.U. #5 REBAR AT TOP 4 o - D d' d a MIN. (1) REQ'D 1-1/2" CLEAR a d d ° GROUT n J Q d 5 REBAR AT to r 5 = — cq w 4 C.M.U. Q - a O BOTTOM OF a F o LINTEL CAVITY wO V F0 c- In ¢ p \ OTTOM d Z v REINFORCING PROVIDED IN LINTEL a¢ 0 z LL 0 w n Q Ci 3 cNo 00 0 D D <1 #5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) uJ CL L6 o o LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 5'-4" LL O LINTEL PLAN SCALE: %4"=V-0" r U Z o z to Z Q Z Ln 0 cn 4--J w �o �U 0 W 12 m ty ~ E a� cNn rn c) 42O M U Z N ," O o 0 q C✓ L U_ 00 < O��-00 0) U) fl (5 Vv v a. m Q o BD N N Z LU MN�z z ill• � M O, C I i..a W V gg lff' Z 4�,t59 °W �-co" Q To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O Z O Di rY � Z Q Zf fr W Q � O' Uz00 (7 0 L Z C J aQ CO Lu tj F V (� 1 Z o r 0 LL �, Z a zz FZ L / 7 Z C G O T� V L / J w = rl Lu 0C)o Q Q J W U O M z V Boa �k IN J ZaZa Z 8=�0 z z rl �a°t W J Ln rl �6-= r Y o IJ 1 a N Q Z <0 1,0 Z cy Zin m O Z g = In <uJ rn T--i a U0 o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. SHEET NO. 8.0 N 3 a C 4) ,n v 0 CV r- �r rn N co rn I rn Q u7 ass v rn r` cV 0 J cV to L0 I rn Of CD CN v� 0 3 0 E FE E 0 x `o C c J co LZ O U 0 0 UI 'o a V i z I Y i c 0 0 0 t7 rn N 00 w 0 0 rn N 00 a -z rm m v rn - - I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE, SEVERAL NEW PRESSURE TREATED W ALTERNATIVES S WOOD LT RNATIVES HAVE BEEN CREATED T0 REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 & AC1530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 P F C 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2,1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF . 10. 2 1 FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 y„ 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: 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-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 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 W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, 4.5.7. CONCRETE EMBEDDED '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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 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. mBst be 318.1,ed b 7ncrore tee°norpsoi�tand mortar r along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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 64' 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:SB GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 .' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. �i fl � f1 (D z� - o OZ Q oZ O cn CD w 4-- � p v 0W cn CLI cn ZD� E U m or- W N M �c _ o 00 LL L y 00 0 Y Q rn 2- am Q o A I BD NC BDC pL ,; _ N III op O ra O Z F� M m z w z U)2,O opU_ g w w Lai Lai > .�' o. a, 3 Z s cA cal LL -gip°' f BF ^� W}V.Fi):. NG`.COMp`6 Cd 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 Uj z a �F w¢�� zo o ooEr � �Ez� �o �w J C' ¢ Oco ^ U) U W N FOLo w ZOZ } U \ f Z g ItY Z 1 A �. /) <o -� L f) a O = T� ZD F- CU o 0 ::D � Lu 0. `�^�/� VJ OiiO� Z<Z Q aaf� o�_u�� Z z oll +-1 ° Wce g � a g �i LU J III ri Q W =az= F-wo $~¢ lz N Z z w C aoo CID0 Z t Jn v� g = Q d o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. SN 3 -v L N -n v x 04 0 rn N CID rn i v a v S CV 0 J PM C, LO I i o, 3 t rn 0 i a co E O Cn c C a� LZ 0 U E U y U 0 U i z Y 0 0 i� t 0 Soho ;3 0 Ci- rn 0 00 00 0 0 a > U cn c7 w in co ROOF DIAPHRAGM NAILING SCHEDULE RInr;F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + 6'-0" + + + + + 6-0" + + + + + ++ + + + + + + + + + + + + + + ++ + + + + + +++++++++++++++ + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + ++ + + ++ + tT — 15/32" CDX I PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3!4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking t 1/8" gap ° FILL CELL STD. 90° HOOK BOND BEAM w STD. 90° CONT. #5 BAR> HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4 max. I Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. required when indicated or 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 LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate �1l16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 co 5'-0" STUB -OUT FOR 0 9 GAS METER O ' o `� � U OI O N = • 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-Y (2)16d TOENAILS T X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 1I T-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-T (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. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q!1/ Provide adequate bearing for each lapped joist. 10dnails SECTION '-­'INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) IK higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer=1900 plf max. along bearing wall Required on interior walls : for vertical load transfer 10 when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate I ® BC15000s 9 1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BC16500s® 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 5/8"D 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 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6„ A ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CAN LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 8 V-0" 1'-1" l'-2" V-2" 1 V-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" 1 3,-2„ 3'-7" Any 16" joist 12 1'-0" V-1" 1' -2" 1'-2" 1'-3" 1'-9" 2.4" 2'-11" 3'-7" 4'-2" 4'-9" 64" ----- Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'-7" 6'.4" 7'-2" 20 V-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 V-0" 1'-1" 1'-2" 1` " 2'-5" 3'-7" 4'-9" 5'-10" T-2" 8'4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I I I�0 MITI IT Nail with 10 10d nails. I I Install tight to top flange. SLEEVE THRU STEM . " SEE PLAN FOR °• ° • FOUNDATION INFO a' ° 4 STEM FOUNDATION \ 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 if hanger flange is laterally supported by joist hanger. doesn't meet height requirements a n 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE r—REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN. NOTE: UPLIFT VALUE IS BASED ON S.P.F. ��® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENETERED @PIPE PENETRATION a- _d • d d I ;,Illy PLUMBING LINE PVC OR SCH40 SLEEVE 4 ° --L-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"_\ CENETERED @ PIPE PENETRATION A 4 ° PVC OR SCH40 SLEEVE PLUMBING LINE d GL d.• �J °4: 4 �z • • 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE G ° ca G T II 11 Q a TJ SEE FND, PLN. SIZE & REINF. nn CD z� — o Q 1Wz� Z U)VJ 0 Q) cr3 w V — w 0 01- vi TMm m E o0 w — S N M 0) Cl) _ minF^ N C N O o 0 �E I U a) o �L S_ U_ 00 � 00 Undo rn un g-: rn Q o Al I B D® H� *§� /r G N Z U)g o z ��aZ Z W �� � z oc 1,o� w W A! w -9 Q W �¢�� a Z m �t�t�ty,�,� °rA �{�9,co LL 40 7- gW'^naU� •v CC,S Nod. -Z'WWW.FD5Fs O.Co 0 iZ : i s •. p Y pss4 { f' S(Qd�M140)e% i �< 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. LENAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com OZ 3Qw Z¢a wa rtY 0Uz00 0�� = 0 '` Z 2 J 0.0 O � o 0. U) ,� U rn N m o L Z O Q U > O EZ g w IBC z z �--� In IOC a J w V T i I- Uy� Y U�o� I"— Z�z< � LLo Z W Lr) LL J rl W �oY¢ 2Wo N Q z wiz Lr)Z Z Zo ao Calr 0 g W = — Z a� rn SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION N0. 3ol SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 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 INSULATION PER CHART ON FLOOR / PLAN - J/ 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL J 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P,T. PLATE „ 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" mom 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5 „ „ „ 5/8"OR 1/2" HIGH STRENGTH „ (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12 O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR �" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS V2"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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 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 EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-6". 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 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"' SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C.x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2r,x 6 W1.4 x W1.4 ATTACHMENTS 2- CVW1.4 WF OR FIBERMESH WWF OR FIBERMESH z 31/2" MIN. 31/2" MIN. ELEV. -0'-31/2" z A.F.F. o ' ° ,' ° . --�-►- LL e ° 11--I I 1=I I hI'31/2"(min.)- 4" D ° ' ( I I=1 I I -I 11= ' 1/2"(min.)- 4" 31/2"(min. - 4" { {=III I -III III -III- 31/2"(min.) - 4'" :If III _I- -1 -1 I =1 I I I I 1=1 11=1 11=1 I I III -I I_I I'' '' =1 11=1 I I I I=1 I �I II- -11 ; ICI iIIII„I ,;,III='' al-141 I81-' (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 coy" • �'� SIV, eos� EE SOFFIT A SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ��N�M�Q 5 SHEET 2x STUD \ / �o c�N� 1 ROW 2x BLOCKING MID HGT. LOAD BEARING OR INSULATION PER FBC AND ENERGY �' c©`' O @ 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. <: 8'-6". (2) NOTE: ROWS 2x BLOCKING @ 3rd FITS BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FOR WALL HGT. > 8'4'. 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 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3!8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL BOLT INFO, 5/8"'x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O,C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE 5/8x 6EPDXY BOLT OR SIMPSON SP1 w/ 10 10d NAILS EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR " " TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ ( ) °� 3500# MIN. TENSION 2600#) *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR _E 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY FIBERMESH a �� T = w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR F END OF 2 x PLATE WWF OR FIBERMESH TYP. 2x P.T. PLATE LU ARCHITECTURAL c PER MFR INSTRUCTIONS 0 FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR uj 0 1x2 PT WD FURRING @ 24" O.C.--� ° GRADE N d ° D D z #3 8c #4 LAP SPLICE GRADE40MIN. Fy=40ksi ° _ _ '- p FINISH GRADE °� [GRADE 60 MIN. Fy= 60ksi] a -11 I 1=III-1 I I • p ..D ' I I=i I �I I I=III; 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° M _ _ -0 D 25" MIN. LAP [30" MIN. LAP] -11� I I -I I I I III -I I i-III- ''-111=I - I - W ' I ;,I! I� 111 I 1=1= D ' ° • III I I-III-1 I II; U.N.O. CELLS (SEE FOOTING MONO SHOWN o p o � w{- FOUNDATION PLAN FOR CLARITY ° 00 6 MIL VAPOR BARRIER i I I III p n. ° I1-I i I=I I I=I I(=; R 1 7/8„ `D FOR LOCATIONS I (-III- I III-) I I- I, I I I I { I I -I I -I I I -I I M. #5 REINFORCING BAR p p o ° o - _- --- N z r =1 I I -III -III I I- I I LI I- ' 1x4 P.T. BASE NAILER 11 1=1 11 I=111- z I I I ° I I-�=1I1=III' r #5 LAP SPLICE (2) #5 CONT. 4°x4° INSPECTION � � ° = =III=1 -III- = I � I I • I -' "-�_-1T1-I - 31/4" BASEBOARD PORT AT EACH NOTE: g ° 1 I -I 11-1 1-I I-11-11I= N D �- - - t (T 3" CHAIRS III ° . I I=1 I I III-{II=T 36" MIN. LAP [36" MIN. LAP] g 1 g„ COMP. SOIL. (COMPACTED TO _ __ (TYP.) *FOR BEARING WALL _ -I ° I- LI=III-III=III= I1=III = I' 10„ FILLED CELL TYPICAL - 1- (-III I_ I- 95 /o MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY - - I i I-1I1-III-III -� co AT GARAGE CONTRACTOR 1=1 1-Ill-I 11 1 (=1 I (11=1 {-I 1 f-I 1 1-1 1=111 I ( (� I I D1557) I I-111 t,1 r-I 1 I -I I!- #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER cn -III-1 1-111 III-11-LI 1 I- 1= -=11=11= 1=1 -1' 4„ 1'_4" MUNICIPALITY. TO CUT BLOCK OR POUR -III-t l_-1T1„I i 1111IT11 11 i 11 1 1 1T1-i 1 l-1 1- - #s LAP SPucE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE W1 4XW 4WWF W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT G W1.4XW1.4 WWF OR - "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 E SLAB INFORMATION. ce, _ =1 I' r ° °D i 6x6W1.4xW1.4 D0031/2" WWF OR FIBERMESH 6 MIL VAPOR D I - I = = z_ min.) 4" BARRIER - I D, p 4 a' CN, ° ° a GRADE COMP, SOIL.( 1 - r - (COMPACTED TO 95% III (III I I Ii Il I III [ MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 (1) ROW 2x BLOCKING @ MID HGT, FOR WALL HGT. <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II 1° (#15 OR #30) UNDERLAYMENT -III FOR ROOF PITCH 4:12 OR LESS. - I I=1 I► -I I �I I -I D • 11=1 11=.1 I I-1 I l ,►' PRE ENGINEERED WOOD ' I-1 L (=III _- '� III -III -I I -I I I=1 I I -I I I-1 I I-III-III-1 TRUSS @ 24" O.C. U.N.O. I 111=III=1=III I I I -I { I I I I I' HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8 _I I"'IIIIITIII II II11= METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT 6G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" S3 - ELEV. VARIES INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING �12..N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE PAVERS SLAB 14" O.H.D. RECESS z M z -III =1 I_I=1 I • .'•: ' -. ` :. - _ a .. 4" 11 0 -III- I •�. �; � 1 11= I� II •.•���., III_( I III -III II 11= SEE A/S3 OR J/S6 FOR REINF. INFO. MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ° -1 11-1 1 1-1 1 1-1 _ -(1) #5 REBAR w/ OPT. 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" IIIS3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' M r p � .4 I - _ ] o0 4 • �• 14�111 r SEE A/S3 OR J/S6 I I I I I IIII 1T I 1� IIII` FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" �S3� SCALE: N.T.S. �S�3 SCALE: 3/4"=1'-0" S3 P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 0010, J? CONT. BEAD SEALANT INTERIOR ° � a -31_ l2" _h •, CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 44 a 00 E - , co 6 MIL VAPOR - BARRIER - I Ti t'I =1 I-1 1==1 11=III=1 l III -I =1 -III=1 I I -I I - _III ,,IIIIIIIIII;IIII, I '- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. x x x CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN a - TOP OF BEAM __ 1I1=11I III; r SEE ROOF PLAN c _ _ _ _ -� °' n v : a (2) HTS20 FOR STRUCTURAL r �, IIII-I I hIII BEAM SIZE & IIII °' CONNECTION INFO co 8 1 2x4 #2 SYP P.T. FRAMING w/ I I III-) 11�11 hLJ ' MIN 7/16" O.S.B. SHEATHING SEE AlS3/J/S6 SI �' 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE = > SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. J Uj o w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0° S3 2X STUDS @ 24" O.C. U,N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL FILL CELLS W/ DREXTEND SCREWS @ 8"O.C- TO FOUNDATION AD _E INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT - w/ MIN. (2) #5 VERTICALS 00 z GRADE a - �., FILLED SOLID (SEE PLAN FOR _ _ = a a 6 x 6 W1.4 x W1.4 i�1 SIZE AND REINFORCEMENT) 0 � III- 11 a • I= - III -I' WWF OR FIBERMESH '- M z w=-III- III l I -III- w f- a w I - I 1=III=1 I I- z ° a a BRICK PAVERS or SLAB PER =III v = • • • ao�111=1 a 18' �a COMMUNITY SPECS U)-- - - - °4, - SEE FOUNDATION CONIC. PAD INFO. •. TAPERED COLUMN FRAMINGKGD�12 SCALE: 3/4" = V-0" I �-I -III-III-III-III I I -I 11-1 I I I; FOOTING III III -III -III -III -III III=1 1=1 I I_ I=1II i ll 11 1 11� � 11 I I, I I =III , ,III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL(*"N� SCALE: N.T.S. S3 FF Cr)L2 _ CD Q 04 z t� z Q) U, 4--J L­U ,U 0 w Ln � o0 °-o L1J E i� - 8 N M Cn M N-'00 M _ai Ooo f l y \{ < o L LL 00 CL <C rn o Q v rn Q c AlI 8 D. N C B D C Nv 1 O 0 to O Mao M oNo Z LU LL M� z W co =- w �mU-o ° W V =Nm = o o r` LL 16 ` M �� 1:1 c f7 ti nA 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. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oZ 0 �o <a Cn z U� z O _ Q U ouQQ W nwZ �aoW Q C)Eo N ^ J U lu Co�o 11 J zo U W z g C: CL L Z -� Ln 0 o z O < J W Q 9 002E op o z aUE �O -' � izm� O VO�a �a�� ww¢ � Q �oLuo Z Z t-i o'C'o2:LL WW a g J�--� Lij = '<W o gQo N ¢ z L �i tu a o 0 4z W z rn .-i a cn o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO 3ol SHEET NO. S3 (MONO) 0 K, co L0 ZTE ZC; 0 NO L0 I rn i i o, Q N 0 a E E v N J y CD [Z 0 v U f/!9 0 a. U a N I i c 0 0 U J Lz: rn 0 0 ao 43 0 5 a rn s 0 00 0 0 m v d v rn 2x6 OR 2x8 FUL 8 16 BLOCK SEE TYPICAL WALL SECTION (2) (2) TOP PLATE SEE �'—� VENT OR 2ND FLOOR 12 PRE-ENGINEERED WOOD PLAN TRUSSES @ 24" 0/G 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2"GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 718" STUCCO FINISH PER ASTM C. CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 926 APPLY 3 LAYERS W/ TOTAL OVER METAL /LAYEERS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d 11 QSOLID IR LATH. FIRST 2THICKNESS 3 8" THICK POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM SOLID AREAS ARE ❑ AREAS ARE EACH. 3RD LAYER 1/8" THICK. TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE EXTERIOR FACE OF BLOCK WALL IS 1 1/2 MAXIMUM STEEL AND GROUT STEEL AND GROUT ❑ ❑ ❑F 8 CRICKET AS REQUIRED HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALRIOR� [I❑ L x x SIMPSON SP2 w/ (12) 10d FACE OF BLOCK WALL IS 2 1/4" NAIL AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1 —11 16;0 rBLCKING W CL r— r L;=7 DOOR OPENING DOOR OPENING DOOR OPENING —Ct 1/2" EXTERIOR GRADE SHEATHING @ OEACH END/ 2-16d TOE NAILS J TO DRAIN FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 1Od @ ❑ ❑ 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 z a (2) 2x HEADER WALL CLEAN -OUT rA ❑ ❑ ❑ 2x TOP PLATE cC ///�1 V2-16d V+PER PLAN SCALE: N.T.S. S4 ❑ 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING Fol AV VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ 8 1Odx1 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" DOORJAMB 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 DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR PLATE TO STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. SCALE: N.T.S. Sl� �,S4,) SCALE: N.T.S. 54 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT ° a 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED DOUBLE 2x4 SPF. #2 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 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 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL d a a d ° a a 8 STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J W > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ..,. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a 4 SCALE: N.T.S. BOTTOM OFMOUNTINGB POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �off, N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1Od NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5!8'DIA. x J-BOLT AT 6-3/4", 41-3/4 , 7 ,AND 96-3/8 ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE d d ° THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOORSTOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP a 2 ROWS 1 Od @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA, SIDE OF DOOR sr8-.SPLICE STAGGERED J-BOLT TRACK BRACKET U\JVn I n IWIP, W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END I EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE 2x STUDS TYP. 00 { SIMPSON HTT4 TYP. Op 0R U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. �S4� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 °a d �N. rM�N 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TOT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NOW E BEARING WOOD FRAME WALL(10 S4 SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING --1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE I I C ° 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN, (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-O" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" � PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" 0/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN, 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. 001 j (D Z co 0 — C) ZCN z a t� z w �--� C6 0 F- o .� C6 U 23� m W r— p N M C Ca M �j M 0 'CO N L LL M I O Q rn N n o 0 v rn Q o BF c N �D N H M zo Z W MCV 0OZ �' z U) g ii c o W w N N 1 W W W V>=ems �a Q L I ti Z a� W p (off 0 yµ;Im , /UM —' Cg a £, ,.l. s0FFJa7`� ! To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Is oa Lu za �a Ua�W 5zoo o1 ~oLLI z 2�z� w iiapm a m o LLI L z z az fZ Z �Q L "C7 Ln W O= T--i LLI �9 0 Q a gyp' J I.— W UO�� rs — N Q z a z LU oo�o Z Z ��2� LU J Ln rl LJJ Q LU Z < Lu 2 � NF o N 1,0 Z aaz o m LP) rn g tj = o01 `Lu SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO 3ol SHEET NO. S4 -----T-- I iI J, I I __TF_!Rbl tlJL�ldl- a I�Vd-uL�ut. .iClhii ',111 A, [i I ]i i I T 11 1 1 H I � I 11 11 11 , v x rn N 0 r C" LO LO , a 72 rn r\ 0 N CO rn 0 a o� N i a E co O S , o J Cn LZ O U 0 UI U N O d U :o a W , v I i U J a� iZ 0 00 o o s 00 0 0 0 m v N SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () Od x NAILING SCHEDULE FOR 1Od x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND tOd x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 n EA STUD I USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE TOP @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24� O.C. CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR :• FIRST FOUR ROWS OF 45° ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 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 72X4N OF SHEATHING TYPICAL TYPICAL RIDGE FASTENED AT @ "L" BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) Sd SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/1Od 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 7116" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) • O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 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 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE x SEE STRUCTURAL NOTES 10d x 1 12 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER 7 FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1OAw/(18) BACKNAIL W/ (2) 16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J ON SHEET S5 FOR _ r f SEE STRUCTURAL---,.OUTLOOKER @ 24" O/C X-BRACING, AND TOP r M NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `° 00 00 SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 12 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 60 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING 1 12 1 1 2 . EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d ^ `� �' 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW CJl (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF (2)16d NAILS WW1/ 1 10d NAILS @ 6" O.C. IN 2x4 BLOCKING L G 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD @ O/C (2) (D = 0.148' , L = 3') OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. CJ`5 S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR r WOOD TRUSSES OCATIONS) 1Odx3" 0/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"'� ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SrJ GABLE TRUSS SIX, "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL r�m� SCALE: N.T.S. Srj GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WnnM Tr31 10000 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ z W \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 -t 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" O.C— TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION Oo ry 00 i� zM v g zC14 z a Ln CD Q� e� (DM +-� w p LU U o 0 m LU F— N M 0) c+M cu CO_ — U N O o N U N "� @ ¢m O m �a MQo BD® v N N ooN Z W o a o .M°..M�z y N W LU LW1 V U_ o aae Zak LL <- J." 0 10 F E S S `O `� ��rp'fPePo r tp i4�, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz E Q W Ce U400 a Z z � 02 J oOuzo W ^ U W N Lo FLn 1 ' ^ (— z r U i 2 3 �z � a� Ln w ~ G o Q 0 U = '�'� o z W ¢o �o X �O W m LL g< Z Q Q ¢ g a Q 0 Z z '--� ° W r a 0 J 1 LLI Q 2: a Z U-)F u� U �Wo Wz M (V 1,0 Z ZS ao co 0 ' Z g = J� 4 W Uj SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION N0. 3ol SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , , DOORJAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT _ PROPER INSTALLATION MAX. 8 ` DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16"� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR (TYP,) ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2X8 ` ' BLOCK@ SPACING 111 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 �, 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL ^ STD. 90 ` �j fD. 90° HOOK (TYP.) @ TOP & CHORD, AND 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) R FACE NAILS 10d @TRUSS VERT. NAILS 10 WEB TAP x 3 -@ 1 DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCTIL71L :71 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT DIST. p TBOISTOTM APPROVAL FOR CONN. 2x8 P.T.w/ (2) ROWS 3/16"L ' ` PICAL OF ND APPROVAL FOR CO,*2"'EDGE x 3-1/2" TAPCON @ 16" 1x4440 (2) ROWS 3/16' x 3-1/2" O.C. & 4" FROM EACH — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING NOTC @ FIRST COURSE SIMPSON HGAM10KTA 12" O.C. �° 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2„ ' _ w/ (4) 1l4x1 1/2" SDS SCREWS ,T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL NOTCH WEB AT THE FIRST 2 COURSES +5,< ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATIONLED PLAN FILLED CELL INSTALLATION(�'H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. ��js 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 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX � SOLID w/GRouT r 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * 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"x2 1/4" TITEN = 2150 #) 2 x 8 45A 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 OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRucrloNs. .. 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 .�;:' .3•:: •;'• • CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. :.::<' ....:: 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR --,'ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 112" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4Yz WOOD * DOUBLE 2x4 SCAB FOR 7-6" TO 4 O 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/ x OAF TO TRUSS TOP CHORD RygN MIN. 4" EMBEDMENT AT 16" O.C, + �FNO 1 r-011 51-011 SCALE: N.T.S. SS 12 + + Ty PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + + BLOCKING AS INISH FLO QR ° t 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 o o „ EMBEDMENT INTO ) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS ° ° i> �.' o ` #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH „ „ 2'- 0 8 5 12d NAILS SIMPSON () + + SOFFIT p D o 1 O a p D ° 4 CENTERED W/ � s H IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ► • s Po ZN KNOCKOUT / 9 8d NAILS EACH TRUSS D i o CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK _ 2 x 8 VERT. W/ (2) 10d PROVIDE 2x A' e CONNECTOR '• D PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF NAILS AT EA. END PROVIDE (2) MIN. TAPCON AT EA. SIDE CONT. W/ (3) 12d NAILS SEE LINTEL MONO FOOTING _ •_p p ° SIZE AND REINF. PER PLAN ° ° AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL o 2 x 8 VERT. BRACE(S) LN INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24 O.C. bENTER SO IT DIRT 71 p z TO BE INSTALLED 0or 100, Jo 2 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °A90rSTANDARD HOOK N (NOTCH) BACKSIDE SCRIBE NOTCH BACKS 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ° ° °�- ° °" ° Ai ' ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION rM REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. AT 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 a. PANEL g 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 TO STUDS & (1) - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT, 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1 } #5 BARS CONT. 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" a 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- w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , o u v a REINFORCING AS FOLLOWS: * SEALANT : e -II II �I1,= T ¢t,_ a Q 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. g" �L M v #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. * 6" MIN. LAP SPLICE W/ �T I -1T�I I I z EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL N Cf) U-) FILLED CELL SMOOTH. DO NO FURROW. , ° DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE r. I='� `. SET BAR IN EPDXY "sw FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6i�� „ MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CV REMAIN FREE OF MORTAR. NOTE: Cl) H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T c 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" I AND NCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE NTS �LOWER 16" MIN. COVER EA. WAY WEDGES FROM COUROOTH SES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. L 0 y C9 z g z�z n- v, w 0 W o /00 o co m W I— 0 N M C N Cm7 = N -0 m o O p U ( t-00 f0 00 o ¢ M 0- o 0: rn Q o B D® N M N N YI O p N m -,0 Z W oM6z U) LL o o Gtl fs, LU W _ moo¢ Z � � �° o z N ;&elt� W b �p- � e .FD3EN�#:� rDrl1, v i .lu Om To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flo da Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Sz z< fF ,,,a°�� �zao Z LU Z U Z QZ W Z Uj o,4 JUj2 ^ LU oVo L 1 z ZO LL �J a Z C: 43 _ �o ' ^ _ • O _ Ln z V = C 9x o00 o J < aU8 �m� N LU WL¢ o8 Z 2 :0 UjF o Q Z g<� N Z �Qz o, S m Z o JV) O (� = 4 LU r-I f1 V) SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. ISIS v+ CD v 0 to LO I E5 a v S rn n cV 0 LO I 3 zz Q N a E E 0 x `v C C J h 4) LZ U v U i U 0 i U i z I y Y 0 v U -0 L% co 00 c v 0 a O 0 0 m v N CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH :3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — DIRECTION TYP. ---\ A A. CHORD AT ALL HAND FRAMED AREAS TYP. ::93 SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING O 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 / rl G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER rRUSSES HIP SIDE OR BOTH IF REQ'D) 11�G.T (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC41Owl (14)j,SEE PLAN L. OR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7116" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULE/PLAN INDICATED NBM. OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT A � A SEE PLAN FOR SCALE: 3/4"=V-0" BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN Zx FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 ik�� 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 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. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONAL AT 8'-0" 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8} 10d NAILS MAX WOOD TRUSS �C �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d TYP. NAILS U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT o EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF g SEE FOUNDATION DETAIL @ INTERIOR BEARING " PLAN FOR MORE INFO SCALE:NTS 3 , SCALE:NTS COMMON B M ATTACHMENT $ WOOD TRUSS . '4 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS OIL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 wl 12 jASE 10d NAILS AT TOP 16" O.C. W/ (4) 12d COMMON TRUSSES. EXTERIOR SHEATHING ATTACHED PER INFO. 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOFNVALL (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS 16" O.C. ALONG W/ @ ROOFS 0/PE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR H NAILS 1 1/2" NAILS TO BLOCKING WOOD WALL — SIMPSON MTS12 w/ N EACH COMMON E BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR j TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. xx STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO aa. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/xx MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN as (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. s o W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR d TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. >p SECTION @ FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY $ CONNECTION K22 SECTION AT HIP GABLE r12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS11"j SCALE:NTS SCALE: NTS 77 DETAILS & SECTIONS UI _� Z M 0 _CO z z � cn 0QjC w C6 p �U — 0 w o �V) ig Cl)®, COC:)LU N W F- (DMM ` a M _ U 000 U a) �� Y Q 0 U Y 0 �Qo A I B D. N.C•B D.0 N �D O M C" oN0 z LU MN�W Z U) Z ,,JJ LU Q g9 a w LL� a O LUV> =o a �� Z @ c C" U) :9 E,� WZ \d3� t l t Ii, 3iA W.FD N(,7•(3W ` C% n(L7 J � a'9 . 0 Br '••......•` �x�'0�'g O P O E S S tt(E16tt 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 j Tampa, FL 33607 www.LennarTampa.com oz �o z a LU zoo oos< ZUz �0Wz �2-u1 J Lu K CD a- C/) W E 0 � � Z Zo }v 0 X:z ,--1 U j 7 � LU � O 0 06 J� �� U = J W� OpZ Q a�� fo 111 N I� zap WW-a Q o[�o Z Z r/�l a o LU L / d LU Z <' Ij , O N Z IQz a0S � Z � I� O rn g LLJ = J z �� ,--i a Ln s SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3.1 SHEET NO. D1 N (D rn N 0 cV r t2 N I -v �O LO J ro tV cD LO I i WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WIN DOW) 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 S DO NO- BOTTO FI nnlr_r NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW Fv Qflllxu rLh0nuv',3 SELF -ADHERED FLASHING DECK JOIST WEATHER ✓E BARRIER & ZARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI,< UNDER DECKING ED FLASHING (SEE DETAIL WP07) E AM 20 LASHING Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 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 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL W1302) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING a 01 of 2 14 5 1 � r STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB �-tSF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER - I I 3-1/2" INCH FLANGE PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 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 V, Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) a SOFFIT/CANTILEVER 0 SELF -ADHERED FLASHING INSIDE CORNER �Ground� Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB ,---SF LATH II STOP A OUS BACKER ROD JT TIOUS FINISH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 100�\\\\ . 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 0 "' Z co 0 - o z�z a cn Lu t� o .0 W o �V) M U q22 � m W F - N M p1 m cum - U = a)O [2 -a co O N y;! U'" �If Cg �o ¢m Nao Via✓ rn ¢ d A 1 B D. N C 8 D C N N O M O W o � o p d M�mZ a. z U) _ cn�o" W u W a a ¢ z � fW V ' COa au Z �o o� 0.l W W a Nay 3 M o ii v O WWW.FDSENG.COM Li ❑ rn 0 CV 0 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LE N 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o z ° W� Z d <¢ W<WM U480 Z =Z oW / ;2C � J !!^^ VJ aLU C, jCo a J u N Co L Z O � LLJ Z 5 r-I LL_ 4 3 O O Z Z O U _ J Lu °Oo I-' 0 1 1 1 ■�• Y �' E o c`s J Lu N Q Lu2owa Zdo- Z<Z¢ W goo Z Z �--I P��° o it a W J Lli 7- � tD V) 0 LLI 8 M 2: Q N Q Z Z �QZ Z aoo m QIn J = w SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. r� . �J SHEET NO. W P N C/) N -F-) U FF -0 > = (1) 0 'F'' 3 N Q o Q N Q O icid ^^'' U W ^^,, U) �f W '� Q 'fi"?4rf • -�s 0 k �S March 20, 2018 O M QRe: Wood Construction Connector Compliance for 2015International Codes & 2017 Florida Codes tr To Whom It May Concern: /CU Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that � V) Q joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connectors allowable load as the lowest of the followings 1. Lowest ultimate of th ree tests (or average of 6) with a safety factor of 3 2. Average load at 118-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. ]CC 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 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports ate 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 visR 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 COMPANYINC. Keith Cullum, P.E., LEEDAP dw/BDW Engineer, Southeast U.S. Branch Page 1 of 1 _ 3a;_ 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Fair. 972.542.4139 wt cw sRonutie.com W Z O 4 Q � U O L V / U o0 W W z J z J d. SHEET NO. PA 1.0 n.l # ti � v%'...'�° �j ,...: - 1;,-eri"f•,,,:'s+ � ... ;'-.... t �. *... ?..':F: , �� �. ��. ^� p �� :'.s �2 k1 =e+r •n � _ �� � ,.e"'$.- ' .§ww✓>^�d � erg ,ti�� ^.��r �„�y �� ?" ge �4 ' P � 1i�r``- ¢ a �- "`r A3 FL17244.1 ESR-3455 A23 FL10446 2 �.,� SR-2806 H0210-2 FL17232.3 ESR-3445 HU210-2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU218-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 fL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FLt0856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10656.9 ESR-2549 H0610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468,11 SIM200804 HGA10 fL17899.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM 10 FL17899.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17680.4 Evaluation Report HETA16 fL11473.5 S1M200602 HTA20-18 FL17860.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 fL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR•3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10455.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10455.18 ESR-2613 HUGT3 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.642 and Florida Administrative Code 9&72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.O psf ThermaTru FirbervClassic and Smooth -Star (NON -IMPACT) FL20461.8 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.9 +87.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +87.0/-87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0l-67.0 psf ThermaTru FiberClassic, Smocthstar, ClassicCraft, Rustic FL7840.1 +87.0/-87.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40:0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) fL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.07-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 168 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING .lames 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 NIA B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1-FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL2158D.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7649.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply $Manufacturing, LLC 0.032" Aluminum GultLok 18" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 • FL15078.2 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-TiA see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999:1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels fL1774 N/A The products listed below did no demonstrate approval review. understand that at the time of inspection of these products, the following information must be available to the Inspector on the p t product at plan I d p g p jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed it approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE -6--0 N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pow 108 12/122018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3of a 1v1v2o1s Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pow 1 or, verm/e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs, N 1 13rmte U) > (� 0 0 L � ) /� O a) = ty }a • 0) 0 � � CU co TR V O /O� O •O LL � O 1 r L6.� Co}a V O t� •n O �// ' ���f ♦♦ (�) '^ v, O ♦ �1 • y� W O Cede Oncintrntltv r. QJIe p8le Qets Pendino ggtp, Validated Lygq Version Manufacturer Contact Enpineer&License yalldeted By Validated t4d FBCAonroval Approved SeWa Revision 2017 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, RE, 10/15/2017 07/1212017 10/182017 12/12/2017 Approved Category: Exiedor Doors (419) 29&1740 PE-43409 (813) 767.6555 subCategory: SWriging Exterior Dow Assemblies rickw4prftltlgconsu6mris. Compliance Method: Evaluation Report from a eom Florida Registered Architect or a Ucensed Honda Professional Engineer FLi20a61 R2 Products Quality Assurance Approved for Use Aooroved for Use Imoect Design Seoi Product Model. Number or Name Product Deecnotlen Contract Expiration Date II1lHVHZ 2111uge HVN2 Realstant Pressure 1 a. Therms Tru Finer -Classic and Smooth -Star Nominal S&a39;8 &quotNohlmpact&quot; Opaque 1213112020 No Yes No WA Composite Edge Fiberglass Single Dow (Inswing/Oulswing; X conAguraeon) 6 f. ThertnaTru Fber- MOM Code EnuN or gp(g Lip(q D t Pendino gyp; ].Y89. Verson Manufaeuror Contact Enalnear&Licsnee Validated By Valltlatad Submitted FBCAoaroval Approved stg(uy, Revision 2017 Therms-Tru Corporation Rick Wight Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/132017 12/132017 12/212017 02/IM018 Approved Category: Exterior Doors (419) 298-1740 PE-434019 (813) 767-6555 subcategory: SyAngmg Exterior Door Assemblies nckw(Dwbidgeensuitalns. Compliance Method: Evaluation Report from a Co. Florida Registered Ardhited wa Ucensed Florida Professlonai Engineer FLi20461-R3ProduNa .-; Quality Assurance Aooroved for Use Aoorovadfor Uae Impact Design Seat product Motlal. Number or Name Product D—ri,tion Contract Expiration Data In HVHZ Outside HVHZ )bmj�g( Pre. 1 a. Therma-Tru Flber-Cla is and Smooh-Star Nominal 6&*39;8 &quot7der-Impact&quot; Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Single Dow wI g 9 m9 (Inuringl Sc4la EnapLet Ra Its Date PaBSBa 20 = i E0➢�13-L VNMabd ev y img Revision 20V Therme•Tru Corporation Rick Wright National Accreditation & Ryan J. Keg, P.E- 1212002017 0921/2017 12/222Q17 Approved Cabo": Exterior Dows (419) 29b1740 Mawwle gnldhlts lne(813) 767-M5 BubCNogory:Swach C ExWbr Dow cola w6Mpmneutants. Compllanew MNlred: Grtlficetlorm Mark or Lhbq coin }, 8pg�,� Aeorwad for Use Jam¢ � AMR In HVHZ t�a�. PLC 1 a. 8quot;CI&=ko Cmft8quN; snd &quotBwchmark by 63 and IIA Opaque and Glazed F'Werylan Door with 12131=1 No Yes No WA Therm T nr6qud; and wiMod SdeBee. 1pin+'k+g and ONawing 2220 Eraw Io ]lint 20 no =ydga !e,4�yt EDaN�LLtJ�! Y61�-art Y611tl�II E PQ 6t Awa Revision 2017 ThemmTm Corporation Rink Wright National Accreditation & Ryan J. King, P.E- 12,202017 09/212017 12222017 Approved Ceagoey: Monogamous856 Exterior Doom (419) 296-1740 Monogamous Institute (813) 767-5 8o bCatapory: Swkginp Exterior Dow Aeeinnblba co Cpn+Pain,w Mwaetl: GntlflceBon Mark or Lisag coin F Quality Assurance Approred for Use Approved ter Use � Alps Iafl�. .I�. ) �H 5 e. &quot;SmootI -Shr&quok and &quot;Banchmark by 618 and 8e0 Opaque and Glazed FibeMhm Door with 1231=1 No Yea No WA TMn1a•TruBquM; and wdhoN Stdeaw. knslving and Otnbwhp essic and Smooth-S er Nominal 8&ib9;0 quot7lon-Impacl&quw; Opaque 12/312020 No Yes No WA Composite Edge Fiberglass Single Dow (lna+ln tsvb ;X.configuration)(Inswing/GUtsMilg; 6 f. Therms-Tru Fiber -Classic and Smooh-Star Nominal B&#39;0 &quottJorrlmpect&quo!; Opaque 12/312021 No Yes No WA U.#39rg;Xot;Non-Impa) Composite Edge Fiberglass Single Dow X configuration) 9 I. Therma-Tru Flber-Classic and Smooth -Star Nominal 6&At39;8 &quotNon-Impact&quot: Glazed 12312020 No Yes No WA Composite Edge g;Fiberglass c Singe Dow (InsWing/ddewirg; X cdflflgurstion) g i. TpermaTru Fber-Classic and SmoNMStar Nominal 68Ag9;8 &quw{Jpn-Impact&quo!.; Glazed 12/312021 No Yes No WA Composite Edge Fiberglass Single Dow omwing[ONswi : X coNl urotlon 14 n. There-Trq. Fiber -Classic and Smooth -Star Nominal 8&M;0 &qu91Non-Impact&quoC Glowed 1231=20 No Yes No NfA Composite. Edge Fiberglass Single Dow nsnln g / utsw)ng; X Con6 uralion 14 n. rcna- u er- ss c a o oar nor quo - a o ; e o es Composite Edge Fiberglass Single Dow (Ineving/Outswing; X configuration) Florida Department of Business & Professional Regulation Pap I of+ Florida Department of Business & Professional Regulation Pew 1 di Florida Department of Business & Professional Regulation Pew 1 N 1 Florida Depaltrnent of Business & Professional Regulation Pop 1 of 1 Building Codes and Standards 1120+8 Building Codas and Standards IMA018 Building Codes and Standards 1/e4201e Building Codes and Standards 1/5rm1e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 11NIUM$d 22112 EndW car 20 2dt Dak.PFamYa go Fri a1es3l41a 296 EpWor 20 !tic Deb Pending 20 fly 5896 Ro or no Ds Dab pending ills a xHdJM2 226e Esfts[ 211a am Dab.P,,dm give Lam Vexation Manufacturer contact Engineer &Licmw Validated By Yaadard Hamad IBC.Amgavml Approved ate9. Luis VeeIW Manufacturer Colotsal Illinadmosir .AUmw Volktabodly Validated Egkmmd J.BCAppirmal Apptsed Elam 11121 version SSffiagt Epaneer&limsw YalkiCedBy Vegetated EWmmd Fill Approval Ammormil anti& mm veelm Moufamm Closet Ealmear&Llgamee VaIWMdBy Validated submitted PQQAmroval Aapmyd ilea. R-Is on 2g17 MI Windows and Doors Category: Exterior Doors Subcategory: Sliding Exterior Door AawnbOss ComoWme Mellott: Evaluation Report own a Florida Registered Architect or a Licensed Florida Professional Engineer event Siarger Luis Roberto Lomas Steven M. Ikich, PE (717) 355.3900 PE-82614 (717) 317.8454 bs86nper�mkvd.cwn 08/132017 08111/2017 08I162017 101102017 Approved Revision 2017 w Windows and Doors GbOorY: Exterior Door aulCNegory: Sliding Exterior WorAaeamblbe Compliance R%M od: Evaluation Report from a Florida RegiNandArchitect or a Llcemed Florida Pro tsesionai Engineer evertswi gar Luis Roberto Lomas Steven M. UriM, PE (717) 385.3900 PE412574 (717) 917.8454 baHtinpsr�miwd.ean OB/1312D17 08/112017 08r152017 10/102017 Approved Review 2017 MI Windows and Doors Category: Exterior Doom gory: Sliding Exterior Door Aasambws ComplWw4 Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engloeer grant abutter Luis Roberto Lomas Sawn M. Uri sh, PE (717) 365J900 PE-82ti14 (717) 31T-84S4 bsldinperomNM.com 08M32017 08M 112017 08116=17 10110/2017 Approved Revision 2017 MI Widows and Doors Category: Exterior Doom Subcategory: 8llolnp Exterior DoorAseinnblas Composew Mal Evaluation Rupert from a Florida Registered Archiled or ■ Licensed Florida Professional Erghlow Brant Stanger Luis Robert Lomas Steven M. Until PE (717)U 1 t 6eMnpeallilimhvdmrnl 08/132017 08/112017 08I152017 1 N102017 Approved oaf SLasaLAaW[am. F Ano[aredfor use In Kirl i !'� $eft Product MOM-Nnsrhr air Nana 9WE9LA9ationD PJpdetdtan Adsroved for tlw Aoubld.6�.41es iO0tat IamQg llwalWE ) P F1.9163324M Products ZFWf Product ModalNranhar«Naree �ME$�atinD AW®tffitgl� Aooroved lat>YtiZ oateMeHVN2 for llae limelatent present FLa16332414 aw)t Prodreta ProditeModo.NunmharorName uaucrlolbn Comtelelmietwn Doe In S -t0�. ffi Pleasure 3 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM! SGD REINFORCED OXO 12/31aMS 1452H&quct;;M&quot No Yes, No WA 4 SERIES 420 ALUMINUUM SGO REINFORCED SERIES 42D ALUMINUM SGD REINFORCED OX, 12312018 XO, XX 98&quo"ll"Quok No Yes No WA 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM $Go OXO 123l,2018 145-3/48quo"808quot; NON -REINFORCED No Yee No WA 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM M SGD OX. XO, XX 12311=8 96&quoI;x80&quo1; NON -REINFORCED No Yes, No WA Florida Department of Business & Professional Regulation Pew I w I Florida Department of Business & Professional Regulation Pape 1 d 1 Florida Department of Business & Professional Regulation Pap i of I Florida Department of Business & Professional Regulation Paw I or I Building Codes and Standards vsm+e Building Codes and Standards 1 a2a1e Building Codes and Standards I/swis Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Elrlla]Lt:Ba R291 luau Version mosslagum Eft or contact Ermkr~alkagw YANMO& Qek gak VaYCId aWmalad rate Paladins 21M MCAmte39d ADDrCd aka. FLOIJI LP.Ha 290 loot Vemkon Mismullischersor EO! w contat Esak aUleame V■ildatedBy 29t Ra Dab Pwanu Data Validated EWmICd IBC Amroval Aziplpsd Aka. F> COO Luna VaMlgn tYsulactum EBtalat Combat Epglrese[#Licems VNMated9, 21M 21k Validated AW IM Dab Panama Data FHgAwromil Approved Eld. FL62614M 296 Lune Ymlgn NwAdbohm Endly Contact Emdies[iLfeomes youdoda,r Pent Do Validated EWE DabPNWaW 21M FIND l Approved AMR Revision 2017 Products Doom Company Categ y:BuildingExterior Category: Exterior Doors Sorapa.ary: Sectional Eldeor Door Assemblies ConepNaerw Meamed: Gr66atbn Mark or Listing Mark Westerfield InWtelt Testing 3ervkw NA, l9iny Paahlar (513) 7708082 Ina (513) 51941588 rmvaeearfletd�dopry.txxn 1129/2017 OBl1012017 12/052fl17 Approved Revision 2017 Clopay BuBmg Products Company Exterior aubGbpory: Sectional Exterior Door Aaeemblise Compliance Method: GrtlfiuBon Mark or Listing Mark VtesWramb IntertkToding Servloss NA, Gary PhehW (573)770.8062 Inc. (513)51941588 rrrr/eetee6eNQdopay.mnrn l l2a2017 OBF102017 12J05/2017 Approved Revision 2017 MI Windows and Doors SubCaigoey: id Door SubCsbpory: Siding Exterior Dow Assemblies Compliance Mebed: Evaluation Report from a Bent Singer Luis Robert Lomas Steven M. Urkh, PE (ottlin S3300 PE�2514 (717)317.8454 bNanger@msed.can OW132017 08/112017 OB/152017 10/102017 Approved Revision 2017 POT bmdustrNa Category: Exterior Doom 8ubCatepay: Sliding Exterior DoorAseornbliss CompOww Method: Gr88caeon Mink or Latlrg Dean Ruark MhmFDods BCCO - CER MlamFDade BCCO - VAL (94 00 (7 3 6- dnekQpgWduWias.eom l2Q40M17 11282017 1225/2017 Approved � Florida Registered Arthited or a licensed Florida ELAURZERLEMdudi FL0162794talaroduaft Prohealonal Englnwr Fta261-Rse Praduets CIO a" Product Modal. NumberorMass Proclud poscADLIO, Controls Expiration Dab App@rdmr Use Atone In HVHZ OublLteHVHZ dmLSb! Impact Rimistant Design Premium AMA Product Model. Numbw ar Name Gustav Assurance Product Description Contrast Expiration Approved for Aoorwed for Uw ImQDd InHvtZ I Z 9seMkoE REN O ?MwYtrs F1116382-PAPmd-te AK9 Product MOM, Numbar or Name 41.asAmoneme ProductDondp8on Contract Multimillion Dom Approved for U" Approved InWAM for loped Resistant Doolan FLWem 37 037 W549 PAN-2F151: 64A, 94, 73, 75, 15W, 190, 78, 76V, MST, 4RSF, BRST, BRSF, 2RST, 48, 42, 55, 488, 42B, 658, GOSS, GD5SV, ORBS, GRSSV, ARSS, AR%V, EDSS, ED58V Steel Pan (min. 25 ga.) Single-Ce (up to OV wide) 05121FIM WINDCODEak174; W5 Geroge Door No Yes No +30 PSFI32 PSF 63 063 VA-16 PAN-2FIS& 84A, 94, 73, 75,1500,190, MST, 4RSF, SRST, SRSF, 48, 42, 56, 488, 428, 555, Go&$. GD5SV, GRSS, GR5SV, ARSS, AR5SV, EDSS, EDSSV Steel Pan (min. 26 ga.) DoubN-Car (9'2'tq 16V 05121=8 wide) WWINDCODE&8174; W5 Geroge Door No Yw No +30 PSF/-30 PSF EW 5 ProductMedel. Number or Nam SERIES 420 ALUMINUM SGD REINFORCED Quality Product ,Denudation SERIES 420 ALUMINUM SGD REINFORCED XXX IM112018 143&qu&,xW&qud: A.�.far l- Approved In IIVFfZ oubMe No for Use ImRot Rootstown Yas No !EIM Prewun NIA t0 SGD$570 (Large Missile Impact) Vlay( Sliding Glass Door W4/2021 Yw Yes Yes WA CD C O Florida Department of Business & Professional Regulation page 112 Florida De rtment of Business & Professional Regulation pa eg Pawl oil Building Codes and Standards 1v12i2o16 Florida Department Of Business &Professional Regulation Paw 1 w 1 Florida Department Of Business &Professional Regulation Pop + or Building Codes and Standards Product Approval Application Detail 1=t8 Product Approval Application Detail Building Codes and Standards Product Approval Application Detail 1/6/2016 Building Codes and Standards Product Approval Application Detail l Wsols Cz s a FL)11837410' FlAill l.$� code Entity or Usti 2911 Date Pending 8.363, Tv-- Version Manufacturer Cantaet Engineer& Lice... Validated By Validated Submitted FSC Approval Approved Sots Lem version F-Won 2017 Manulactuseir CURRIES Division of AADG, Inc Eedb or contest E-powers t,oenes Validated By Defile Dew UL LLC Ted Bemmen, PE go gent V.HWNW 3114mad I IrJ02017 10282017 Dab Pending 21h FOCeA-roya Approved 12AD M17 311,0IM Approved Revision 2017 MI "do- and Doors category;161ndmvs SutCategwy: Single Hung Brent S6linger American Architectural Steven M. Urtch, PE (717)365-3300 Maruf chnom Association (717)317-8454 bsitingeranrwd.com 12,29=17 12/132017 01/D82o18 Approved sm Lum Venlon Review 2017 Monuftow Clopay Bidding Products Company EmaLQ1 Contact EOalmlf fJicefte Validated 11111 Me* Wwbrrald Interbk Tes0ng Services NA, Gary Pfuehlar Ilk 21k VNMoed submitted 11l2W2017 08110=17 D gM FIND Approval Aagramd iZV&2017 3Ma. Approved .990 rum Vertical Revision 2017 Iaknuilo m Clopsy Building Products Company Eaft or coastal: EOaineIL A Lim01! Validated By Mark 4NnarMkl IMeMk TesBno Servkee NA, Gary PbahW 20 no vaiIdNd $tlitmtild 11/292017 08/102017 paw PWKRM 21M FED Aaareved 12MOM17 $Wm Approved m — Cabpory: Exterior Doors (641)494-2844 (305) SW4707 Com puanee Method: Certification Mark or lasting Cases"; Exarbr Doom (513) 77040112 Ina (513) 519-WW Catgory: Exterior Doors (513) 770-6082 Inc. (513) 5188588 Subdeepory: Exterior Dom Component f:gmpdanw Isolated:Gmflcetlarr Mark or Losing daw.dedic@aawabioy.m InFL#1749a-R2 Produda _. auhCstepory: SedbeelFxfinior Door AssembliesnmoaWBdd@dopaYewn ComplianceMeded: Certlflcelbn Mark or ListingCwnplWrw SubCabpoq: SedbwlExWbr Door Aeeemhlb Method: Coaatation Mar or Listing peY.pon FLaf 16374s7 Products Bepi Protluct Nodal. Number or Norma O ality Assurance Product D—radon Contract Exolutinn Date Aooroved for Use A--dfor Uae Impact IU±= OuResistant tside ;= oedlgn Proseure lag Approved for Use Abw 1.HVHZ ou4addleM vd for Una basis MZ Resdabot palm PJaWim aW3 Guam emmaLGWdMten AscopI'odfor Usis Agamevtlfor InHVNZ O1mideHVMZ Use Impact RefarWt Dookan Possum Awl QLmft Assurance Anoragbfor Lbe Alatera'bfor InHva Use k^"Ded AmlmHVtlZ Resistant Ptllm � 2 1Ra SH 52x84 Finflange Frame IG/9G Single Hung 10/092018 No Yes No +601-.60 1 807, 707, 727, 747, and 947 Single and Palm of Doors Flush, Glazed, and Louvered skgte and pain of 12312023 Yw Yw Yes, WA 86 065 4W6-09 PAN•2F153: 73, 75, 84A 94, 42, 48, 42B, 48S. Steel Pan (mid. 25 go.) SMgi (up to 9V was) 05212028 No Yee No +38 PSF/-42 102 102 Wa-18 PAN-2F153: 73, 75, 8M, 94, 42, 48, 42B, 488, SUN Pan (min. 25 ga.) Double -Car (9'2'to 18'Y owi2m No Yes No +37 PSFI.41 below meW doors. 4RST, BRST, Goss. GRSS, ARSE, EDSS WWNDCODEl t7174; WI8 Garage Door PSF 4RST, BRST, GOBS, ORSS, ARSS, EDSS aide) WINDCODEM174; WWS Geroge Dow PSF U) —tf O monde uepartment of Business & Professionalegg a on Page 1 of 1 (/D�� Florida Deparament of Business &Professional Regulation Building Codes and Standards Paw I d 1 115=18 Florida Department Of Business &Professional Regulation Building Codes and Standards Patti IMMI6 Florida Department of Business &Professional RegulationPeps Building Codes and Standards I w 1 1/52018 Building Codes and Standards Product Approval Application Detail 1u12l2013 W C— Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Milliffiffli;(D Code IY94 Version Manufacturer Entity or contact Engineer&License Validated By pet! Pitt Validated ,§911111=9 Date Pending Ij�g(g FBCAon,,[ Aped Befua F e)_M34t2JAJ1394U& S IS lye vmia Nknubcwm Entity or contm Valhtated By Rltt 21M vegetated B1Omlmd Dow Pimano 2111 F0CAWrsyal App@Yd it" 221111 1Ye Version Manufacamm[ arm&.or contod Ermla!![i Lime VNlaated By D3k 20 Dos Pendants 21* yid submits PW Approval AWmird atea. Code mm Venlon Mmukctuw Entity or EBalmor&License, Validated By 22M pJa yaldod aubmaMd now bra tea PAST Approval Approvd ASpa Revislon 2017 MI Windom and Doors Category: Windows anent S6lmger American Architectural Sloven M. Udch, PE (717)3653300 Manufacturers Association (717)317-8464 DIM2018 011032018 01/222018 Approved RevWon 2017 MI Windows and Door CNegoy/: Windows 8ulCabpory: Fixed Compliance Mstlwd: Grtlfletdon Mane or Listing Brent Singer American Architadunl Steven M. UdN, PE (717) 365.3300 Marafectu a Association (7M 317.8454 bsMnger®mhNd.aom 12312017 12M12017 01104=18 Approved Revision 2017 POT leduetriss Clemil : Widows a°hGa0s9°9n Fbred Cpa+Wfenee Method: Codification Mark or Liswp Dean Ruprk MiamW*do 8CC0-CER Mlsml-Dads, BCCO-VAL (941) 486-0100 (786) 315-2590 dnrede®P98ntluWa►eon 1220/2017 12MI2017 12262017 Approved Revislon 2017 POT Industries Csapory; Windows 6ompliapgy:Singb Hunt Compliance, Maa1ed: GdBeatian Mark or Limp Wan Rusrk Mami-Dade BCCO-CER MIinM•Deda SCCO-VAL (941) 488-0100 (786) 315-2590 tlroink®f>OWndcetrlw.com 122012n17 12/08=17 12/23/2017 Approved Subcategory: Horizontal Slider Compliance Method: CenlOc@Ion Mark or slog PLdH838iR5 bsfilingertigmWed.cem O S_ FLg1634e4teP affix ProduetModel. Number arName Quotas, AlWmsoR Product4eadodm Contract Expiration Dab Approved for Use Approved In Outside for Use lmma HVHZ Resistant Damian Pt9!!uR Aga PmduciMedsLMuna wNarw Qtmft Austrumme, Erductl Amroved for Use Appro d.lor Use United kIORPe ouleaft.lOQli MINIMUM Jan P— AW2 Product Model. Number wName araRb Awueinee Product.24adWa Contract Explaidlion Date Aooroved for the Approved In.IIYHZ Outside for Use know HVHZ awWWt Doolmo Pravours, Seca 1 Product Model Number or Name HS 188 Fln and Flange Frame Q eIIWA -rare Product Description Contract Expiration Date 73x62 Insulated pass 02/162019 Approved for Use Aoorovedfnr In HVHZ Outside No Uae 1, pact HVHZ Resident Yes No Design Pressure +55-55 t 1S5 PW 73 x 72 Insulated Giros 04M32018 No Yes No +6DbW 9 PW-5520 (Lingo Maus" kneed) Vinyl Fixed Window 043W= Yee Yes, Yes, WA 7 SM600 (Large MfeNfe ImpaW V'myl Single Hung Window 07r302020 Yes Yw Yee WA Cn J. Lem (D U) Florida Department of Business & Professional Regulation Peg., w 1 Florida Department of Business & Professional Regulation Paw 1 d 1 Florida Department of Business & Professional Regulation Paw 1 w 1 Florida Department of Business & Professional Regulation pegs 1 N I ICU Building Codes and Standards 5r2o1e Building Codes and Standards Snarls Building Codes and Standards Ir5/m,g Building Codes and Standards 1/5rm1e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1111.41764111,110 FL#l63Q t FLa2614tll FL013e9e46 Uj Rill EotlBrst lick 29M Deb Pending 04% 2m EotMLM 21k Zit oat,P-1- IMm Sram Eo6aor go 2ok 2OLboam Pas Srde EndlyW 20 ➢ant Data pondlm Rat! 2 mm vemgn Revision ZD17 !lossagglisia Therms -Trig Corporation CatsadW) Exterior Doom Emir—AUc e. Vfidal.8, Rik Wright Lyndon F, Schmidt P.F Ryan J. King, P.E. (419) 296-1740 PE413409 (813) 767.8563 Volida.d submitted 10/182017 101ismi7 FWAWrmd Apptmd 10/=017 12/122017 Alma Approved Lye version Revision 2017 Manufacturer MI Windows and Doors CNegory: Windows consists E-k—A.Lttoeme YlIlidatied By Brent Seeger Luis R Lamas, PE See mn M. Urkh, PE (717) 9853300 PE82574 (717) 317.8454 Validated .aukwbd FIND A —,I Aasmud 102312017 10/182017 1028/2017 12112MO17 Eta. Approved Lam Vetela Revision 2017 POT Industries Category- VAndows contact Endnear&LrmeeValidated 9, Dean Roark s am4Ded. BODO - CER Mtem1-Dade BCCO - VAL (941) 488-0100 (788) 315-2590 Validated a 1=5/2017 11n62017 FINDAllgrovel AWlead 12MM17 stet. Approved ruin llmMa Revision 2017 MamulafAae James Hardie Building Products, Irma Cebgory: Penal Waft Contact shakoes, aLke a Velidabdbe Pingehang Zhu Ronald 1. Ogswa John SouBard, P.E. (809) 349.2927 PEd4121 (352) 387.2528 Validated itWmtlMd O11)26W17 08/082017 FROAW6aMl Amvdied 0/1282017 10/102017 akb. Approved Q z SubCabpory: Swinging Exterior Dom Aeeemblles ndtw®rnbldgmnau8ents. SubCabpory: Muleoce bepMnperillmiwd.cwn subcategory: MulMrrs dmerkilitpgtiedustrbe.00m SubCowpory: SMlop pinpNarg.zhuelemeahar ComMWm Method: Evaluation Report from a Florkle Registered Archbald or a Lcensed Florida own Compdancs Method: Evaluation Report from a Florida Registered Anstited or a Licensed Fiorlds Compliance It a Certification Mark or Logng Compliances— : Evaluation Reportfrwn a Florida Registered Artldbd or a Licensed FkMdo dfe.owd z Professional Engineer Protea.10.1 Engineer p1a261.R11 Products ProlaselonN Engineer Q awl Product ModN. Nu be r or Name Quality CmsWgt.laadama the � Approved ageHVHZ In1aG1Z 5?2dtkttllalZ esmen IaeMa PJ.eewn F1a181e24i6 Prgdrete hu Product MedN. NnmMror Nano Centred EXWMUon flow Amtgyd.Avllm Aporevad on r� Oyu*%NVNZ _ far Use 1 Q Pam, am Product ModN. Wrnaeror Nwa AOueva far � Impact 1411YfP SiYYlda.l@g1i Osagan P� 1 Mullions for All Door eed Wintlowa Aluminum Muawe 05128/2021 Wa yes Yw WA $19A ProdinlModN. xrwherorxerte QuallowAsaxonarice Amaroyet! for Use Approved IRttYI� I for Use Impact 1 DAMM P.OMMR 1 a. Bquoti borCMwle6qud;, &quokSmooOSbr&quot;, 86489;8 &quokkmpad&quot; Glazed F'ibeghae 1231=1 No Yae Yas NIA 2 5764 Vertical Aluminum Mutiion 12312018 No Yee Yee WA 1 Compliant, Lap Siding Ibercenerrt rap skiing 12312020 Yee Yes WA WA Search CIM& SHEET NO. SquoLOlaaskCraftli or &quat;ClaealcCrM Single Door - (X) Inswing or Oubwing Configuration Ruetkdgilok PA 1.1 -0-i N FProduct Florida Department of Business & Professional Regulation Building Codes and Standards Approval Application Detail Page, + of I 1=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.gs 1 a 1 1157mis Florida Deparlment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pega +.11 1/5mia Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap + of Iisrm+8 U) CU O -� � L_ L tea/ � O Cz � 10 � /� • f't1 •ii� y,' V! V /A�r�� CU V O c � O � O � ' ^ • -0 E w -4—e i.f V i `(���� '.� '.♦v_� (3 �' ITt > Q FLat31024U o M leg Dag date Panel is Dim 926 Cost, Mae Version Mmuketum amlpauaLNtapu Wadable mild" AWmlftd l A■[wMd imm Revision 2017 James Hardie Bullding Products, Mc. Fingaheing Zhu Ronald I. Ogawa John Southold, P.E. 08/2WA17 0800=017 g8282017 10/10AM7 Approved Category: Panel WOM (11091349-M7 PE-24121 (352) 367-2620 subcategory: Siding pingsheng.zhualannesher Compliance I - H a : Evaluation Report from a dle.co t Florida RegbOerod Archtted or a Licensed Florida Professional Engineer Products DM■rd Qe� j)ga Product Yenta. NuaatwaName )O.D�Ii � ! D�Mrs 2 HardaPMnk Lap Siding Hoar -cement lap ak9ng 12/312020 Yes Yes NIA WA 6 926Eaft or DMe !� Deg Cam Dag Tyro VxMfl Sat 9n SoaM& P.■� inwer & Validated By yg Submitted FOC Activism ApgMrsa awn Revision 2017 Md Windows and Doom Brent SMirper Luis R Lomas, PE Steven M. Urloh, PE 10232017 101162017 10282077 42/122017 Approved Category: Windows (717) W5—nW PE-62514 (717) 317-8454 Subcategory: Mukme boUnger@mhvd.0om Complbnw Method: Evaluation Report from a Florida Registered Afddtsd or a Llwneerf Florida Professional Engineer ntract EA■YrsOrd A Ste, S lesteiam igoreved for ties ow RIM 3_.0 P3PhhptMpdd. Number a Nauw Produet0redudah Camas Expiation Dab 2 6764 Vertical Aluminum Murton 12r IMIS No Yes Yea WA Fta2614711 QW anew or Dies 20 no vAnufaebim Ener & Linwe Validated By Validated subm&1kd D Approved! loft LM veratffi pkb Revision 2017 POT IndusbbMIa t Own Ruark mFDeds 8CCO -CER MbmFDade BCCO - VAL 1220 /0517 11/162017 12/09i2017 Approved Cannery: NMMoles (941) 41" 8101) (786) 315-2590 Compll subcategory: d: C druak�pptinduafrba.artn Cmp9Wncw Vented: Gftlflatlon Mark or Ltstleg FLf7614t11 Prmucts 9,,ft A9MrsOg Approved for them Aooroved far Ilse iissect D!!l■ Narw a1JJYta fDaii 1 1'IA Aga Product aieAll Doom t Mullons for All Doors and Windows Aluminum MuNos 052&2021 Yes Yes Yes NM Fta13192-RS 226 Entity of am DatePeradina F Ag20 Validated ev ElsYa Type Vmtea leeaMtegalrsr Sd7>taaf Enslaver A Lkeou Yale 4X Reviebn 2017 James Handle Building Products, Inc. P9gaheng Zhu Ronald I.Ogaws Johh Southard, P.E. DB/25I2017 OBM 2017 =1112017 10/1012317 Approved calivo : Panel Waft (90g) 349-2927 PE-24121 (352) 367-2528 Coa,p �M red Architect: r a Reportfromroa Florida db.am� f Pro tonal En~OFLI11131111241115 FL9111924t6 Prmduete 9M■CAUMMM ADWOVW fW Uat—,dforIrU ease4d 21" l as l0.HVHZ Prs■Mrs 1 Canplank Lap Siding fiber -cement lap Wing IM12020 Yea Yea WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of 1 1151wis Florida Departirlent of Business & Professional Regulation Building Codes and Standards Page 1 of I 1/wmla Florida Departinerd of Business & Professional Regulation Building Codes and Standards P.ge 1 a l vsrm+a Florida Department of Business & Professional Regulation Building Codes and Standards Paps 1 Of I +remote Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Fti13192.116 21512 Ilme Version Review 2D17 James Halle Budding Products, Inc. Category: Pawi Wells SubC.4lrgory: SMYp Efob Contact Encloses, iJLicense V.ININWBy Ping.heng Zhu Ronald I. Cream John Southard, P.E. (909) 349-2927 PE-24121 (352) 387-2528 pkvswg.ZWGjRM"har EM 20 ydwod DNlamated 08126=17 0810912017 pd. Perwi ads FIISi.BlpinIMI App[mMd Ok280117 10110=17 Agee Approved FllI6272Ji2 ia.Qd! Tyro Version Revision 2017 jMnufkwm Abide Category: Peells l Waft Subcategory: Soaks finally or c Emloaat&Ltesnu Validated By Nick Thompson Lyndon F. Schmidt P.E. Ryan J. Kklg, P.E. (M) 922-2389 PE43409 (613)787$555 n0lompwn@atside.cem 21M —Do Date Medina Yatltated Submitted 1'BCAWOVW 10IM017 10103=7 10/712017 DO Apprmml 12/122017 ItieaM Approved code I= Vmlan Revision 2017 manufacturer Alakb Category: Panel Waft Boats Subcategory:llgory: f.L6■..a contest EngMeM&1parms Validated By Nick Thompson Lyndon F. Schmidt P.E. Ryan.L king, P.E. (330) 922.2389 PE-43409 (873) 787$555 nthmpaon@abkb.cem 21M 2E(e Dab pending Vaadbd AMkMftd FOC Approve! 10104MD17 101032017 10/11/2017 Rea Aggrsyed 12/122017 it" Approved ELFSalIt}41120 code mm Version Revision 2017 ManuhwMIrst GAF Category: Roofing SubCaAsphalt Shingles Kollar or 4mact E■k—AL— Validated By Michel Seth Robert Nbminen John W. Kezevloh, PE (8du)768.34t1 PE$9 86(954)7724WA nudeh@gaf.can 211111 2di t Rol Validated &ffidMued iJfCAmrsyM AM7rsIMd 0927=17 OW202017 08/284017 12I1221317 At" Approved Compliance Method: Evaluation Report from a Florida Registered ArMded or a Licensed Florida Professional Engineer dle.coin Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engkssr Compliance Method: Evaluation Report flume Florida Registsred Architect or a Licensed Florida Professional Engineer Compliance : Evaluation Report froma Fbrlds Registered Ar heect or a Licensed Fbrba Professional Engines QualityLAssurance Approved for Use Aglprovied.1 irthea lama Design Aeoroved for Use �' .for Use lgalaid Deakin Approved for Lee. AporovedM Use bnDUt li■lon L6lMElOfB Agg@vedfor Use Aooavod fa disc hnpog2 paskm ama Product MedeL xu.ng.r a Name Produat Dasedatlon Confined Elmkaaoh Data In HYRZ Ou sire P491W PJ9HI■ 229i Product Maid. familiar a Narw Product Dewdotlan Gamest 0mkatlon Doh In XVX2 Outside MIIQRWWM Peel M! NO Product Maltl. lkunher err tides Product Defoliation Contract Emiraean Ode n[_I Outelde MVe¢ ResistantFrauun sea-$ Pro*idm r. Nanber a Now Praluet Dwedorlon Contrast F.mdntlon Date In thm Outside NYNZ BasketballPlatinLm 2 HardbPbnk Lap Skiing fiberianent lap skling 121312m Yes Yes WA WA 1 a. &qud;2T&quot Soft Vent a SW Vinyl Soffit 12/31/2020 No Yes No WA 2 b. 6quotJUBanceT4&quot Solt Vent or Solid Vinyl SoMt 12031=0 No Yw No WA 1 GAF Asphalt Roof Shingles Fiberglass enforced 3-lab, laminated, 54ab and 10202018 hphidge asphalt shingles No Yw WA N/A Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards 1/5/2018 Florida Department of Business & Professional Regulation Page l a l Building Codes and Standards 1/5=6 Florida Department of Business & Professional Regulation Fa la 1 or+ Building Codes and Standards vs2o+e Florida Department of Business & Professional Regulation Pegs 1 or I Building Codes and Standards 1/501e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17s12d2i� le9e Ilan Yoram Mondsch— Enft or Bluntest Eoahw a Lbw V� fly. )o Deg Ymidim &pbmbod Data Pendba -go FOC Approval ABOroYld &said FLjMM8 ti Sesde Ilan X4rsl" Manuftou O[ EMib or $ Brainiest E u� Vagdabd By 20t Deis Validated submitted! FBC ADDrOW Deg Approved kbaka FiM99714112 gsds DYm Version lenMls■ w aMgr of D EOoerwaf3 tIcamis Validated By tee Deg Dab VWk Mid $1.notbd fBC A9gsd 21M Approved &=a FLA162IMM 221111111 mm Vffi)ga its linear or VYMabtl By Deg Due Data pwwhma 21M Valued Submitted FOC Approval Approved Main Revision 2017 F1a1232e4iB TAMKO Building Product, Ina Category: RooMg Bobcats": Underlaymems Compllanow Method: Evaluation Report from a Florida Regidsred Architect or a Licensed Florida Professional Ergbser Products Kam Edam Zachary R. Pried Loire Bowden (417) 624.8844 PE-74021 (334) 300,1900 imm_edal®bmiw.com 10f192017 IGM15 017 10202017 121122017 Approved Revision 2017 LV. Thompson, Ina des Thompson Archkaatnl Metals Company (TAMCO) Category: Roofing SubCabgory: Roofing Accessories that ere an Integral Part of the Roofing System Cow*Va Method: Evaluation Report from a Florida a Licensed Registered Arthd a ensed Florida Professional Eeglser Tony Christi, n Zachary R. Priest Locks Bowden (813) 248S45g PE-74021 (334) 3W1800 tony®gomdaeooMg.com lolio2o17 10/102017 10/172017 1 VI2/20f7 Approved Rwbbn 2017 LV. Thompson, Ina des Thompson Architectural Metals Company (TAMCO) Cabgesy: Roofing Subcategory: Roofing Accessories that ere an Integral Part of the Rowing System Compf lance Method: Evaluation Report from a Florida Registered ArchW or a Licensed Florida Professional Engineer Tony Chrlehnen Zachary R. Priest Locke Bowden (813) 2463456 PE-74021 (334) 300-IWD tonyillgorndakooMg.cemh 10MO2D17 10/102017 10M72017 121122017 Approved Revision 2017 LV. Thompson, Inc. dbe Thompson Arddbdural Metals Company (TAMOO) Category: Roofing SubCabgory: Rocling �aesorles that are an Integral Pod of the Roofing SyatNn Compliance Method: Evaluation Report from 0 Florida Registered Architector a Licensed Florida Professional Engineer Tony Cndebmn 7aohwy R. Pfbal Locke Bowden (813) 24634% PE-74021 (334) 300-1800 tonyagenstakoofing.com 10'102017 1002017 10/172017 12/122017 Approved IN 6 Wawedolion 16 UL Quaft Assurance Prod"QY Asphalt saturated organic felt 01/072019 Appro"dffiJea Appraised 121 Outs Yo a for Use Impact Ib e HVHZ s yNIA sa fission PPresPressureu WA FLiMM84t2 Ala Products Precast MM. WawerorNama OuntlthrAwureeo Product Aewrored for Use Aoaoved /a Use 1,HVHZ Outsides ImaeM Halmahera jegipg P-- FTafes184t2 Products il■a Product YDdet.Number orNsew caught Amu productDesctlMgn Approved for Use Aporored for ltew In HVHZ oubmaxyHz jMp■t Resistant Deeten Premium FLl1ed194t2 $9ti Produce Product Model Quality Assurance Piroduct Detailed- Contract Expiration Approved for Uwe Approved for lee Demo DEW In.KV OUMI"NVNZ Resistant !e!!® P1mtm 1 TAMOO Flat Top Off -Ridge Vend with Baft for The 26 Be. static root ventilator with Wife 09/092026 Yes Yee WA WA 2 TAMCO Gooseneck Vero 26 ga.. 091091=8 NO Yes WA +0(-52.0 3 TAMCO OR -Ridge Roof Vent with Sale 26 Be. da8c root ventilator with Integrate baBb 09/OW026 Yes Yw WA WA , O Florida Department of Business & Professional Regulation Paget oft Florida De rtinent of Business & Professional Regulation pa eg Building Codes and Standards Product Approval Application Detail Fya+d1 %zle Florida Department of Business Regulation Building Codes and Standards Product Approval Application Detail Fege+d1 715=78 Building Codes and Standards Product Approval Application Detail 1/7/2019 Florida Department of Business & Professional R p Regulation Building Codes and Standards Product Approval Application Detail Fapalorl 115=18 ■ Code Entltv or Doi Data Data Pendim Data FLa7M94t" Ft.91w1a4R2 FLM5004ti Tie Verson Manufacturer Contact Enclneer & License Validated Sy Validated Submitted FBC Approval Approved Status lath mm Varskm Revislon 2017 Manubomm L.V. Thompson, Inc, dbe Thompson Architecture] Metals Company (TAMCO) cahgay: Roofing Subcategory: Roofing Accessories that was as Integral Pod oral * Roofing System En*v a■II—ALlame Validated By TorryChriebnan Zachary R. Priest Lake Bowden (813) 2484456 PE-74021 (334) 300-1800 tonyQgomntakooMg.— Deg Dag YL%Iftd E,bm&ad 10/102017 1011MO17 Die pengh a 21k FJSCAntrsyM Apprmad 10/1712017 121122D77 two Approved Code I= Version Reviabn 2017 M&Ru&ctu r Florida Mid Products Inc. Category: Roofing Subcategory: Roofing Aommorbs that sm an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Effft r EmlourJlLkense Validated By Clark Jones James L Sucker, P.E.@ Mlohaed John Romer, (904) 783-54DO CBUCK Engineering P.E. darkilillamic.com PE-31242 (561) 414-7557 Jag Deg Date Pencil Via■gd Submitted FIBCA- al 1025,2017 IW 2017 102702017 Gets Approved 12fI221117 Ran Approved Revision 2017 Lomanm, Inc Category: Roofing SuWCateg.ry: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Arch hect ore Licensed Florida Professional ginner Andrew Carter James L. Buckner, P.E. Steven M. Unch, PE (501)982-6511 PE-31242 (717)317-8454 acautar@Iomarm.com 04A9/2018 1211 3/2017 04/152018 W122018 Apprc ed 926 LM Vsrsten Revision, 2017 kkmdactirst Soral Roofing / Monied -Mello Category: Roofing SubCabgory: Roofing TIIes Compliance Mearod: Evaluation Report Ban a Product Evaluation Eh*Coppasfhce EntN a Sanwa Engineer iLomas Validated Br Thomas JarvwB APMO Uniform Evaluation Gary W. Walker (W2) 2e9-2280 Services LLC. (205) 854-0160 tlwmas.)er melt@boral— in leg Deg Data pencpp Deg Validated Submitted POIC A-M-1 AQprovPd 10118 17 10/061M17 101212017 &teats Approved ■ — — klethod: Evskentlah Reportfrom a Florida Reghlend Architect or a LJcenwd Florida Florida Registered Andhesd ora Licensed Florida Professional Engles FL1 7YQ;.R3Praducts �> - _- - _> - ,. _ _ _ g jj44R11, Products Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Design Quaker A— AQ Aoorovad IN Uw IM= 2it" FL#215804ki Products Sap 0 Product Model, Number or Nam Product Description Comract Expiration Data In HVHZ Outside HVHZ Resisted Pressure 220 Priciest Med*L Nmwr or Name FWAM Description Contrast Expiration Deb in Outside HVHZ $tea Pleas ■ EUUAIIABLEmdma QudltLAgppapg Approved for Use Approved for Use kmpoa Dealon Awl Product Mod&L Number AMR DIIWkAtOOM Produid Desturbodon Contrast Expiration Approved for U, Ate. Deb inwim OulMOiHVNZ lnumm Jtesleters lelten 1 Deck-AlrTM DA-4 Loa Profile, Polypropylene Plastic, Root Vent 07/102021 Mechanically Attached to Plywood Deck. No Yes No +975/-97.5 27 Visa 900 Medium Prone- Denver 10,0412018 No Yw WA WA awl Product Model, Numb, or Name ClgbMf ostentation 2alififial, Iftialration Dab In KVNZ gwaw uvkz Resistant Premium 3 3 - PLAMCO 8quotRV 10 Ridge Vent1lquot Alumlwm Rldpe Verna for phoned roofs fabricated 121312020 No Yes No WA 4 TAMOD Round Top Off -Ridge Vent with On% for Tie 26 ge. detlo roof ventlalor with baffle OS 2020 Yee Yes NIA WA from 0.02Y Aluminum L O (D Florida Department of Business & Professional Regulation Building Codes and Standards pegs + Of I 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 .111 1I612018 Florida Department of Business & Professional Regulation Building Codes and Standards Fees I or 1 1/512018 Florida Department of Business & Professional Regulation Building Codes and Standards Pape 1 Of I srzo+e W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ��/) V )1-t s die mm Ymlm LgM faatum Et1Mw or contactEnab.a & Lkaare Validated By Deg leg Validatedaffimitad J Deg FBQ Approval A■sysd EgaM Fu7essx11 Srsde 7ym Version uf&,Wm Entav a f Bee-&L .Y,IMme m DMe leg Dab Fmdlm Ya.Yted l�M .Asr�r Dale Approved Ali" Fit 296 Tian Version Nionub mr Entity a ea a Llama, Validated By Dag Deg D Yawed submittedF Dag Approved ogee 9.Qktef�7.t Dig mm Vessels sew Mufwtu Ea&y o1 Engi eer & L anu valklated ar lug Del DegP>Mtlm Deg Val &Ibmom FBCAp>�xM a" � l' IM Revisiorn 2017 Fli78494t77 6oral Roofing I MonlerLyatlb Category. Roofing SubCdeM: Roofing Tide Complains* Method: Evaluation Report from a Product Evaluation Entity Produces Thomas Jammed IAPMO Uniform Evaluation Gary W. Walker (602) 259.22SS Services LLC. (205) 854-0160 thonw.iemmeeQbonl.co m 101182017 110108I2017 10/212017 Approved RevMm 2017 FLi7849R11 Pnedueb Bond Rooks / MonierUfetib Category: Roofing SubCals": Roofing Tiber Compliance Method: Evaluation Ripon from a Product Evaluation Entity Thomas Jemwi WPk10 uniform Evaluation Gary W. Weker (602j 269-2286 Services LLC. (205) 054-0180 thomes.)emmeeQbonl.co m 10/18/2017 IDIM017 10/212017 Approved Revision 2017 FLi7849R+1 Pralnrda Boral Roofing I MonbfLretre Category: RooReg BubOww": Roofig Ties Compllsece Methods Evalwtbn Report from a Product Evaluation Entity Thomas JemmeB IAPMO Uniform Evaluation Gary W. Water (802) 269-2288 Services LLC. (206) 854-0160 thomasiemtsililboreLoo in IOM 2017 10(082017 10212017 Approved Ravelon 2017 FL1Ff6494N+ Preduela Borah Roofing I MonialLletM Category- Reeling SubCabpory: Rocfleg 17fes Cmpitencw MNhoeL Evaluation Report from a Product Evaluation Ede' Thomas Jemmee LWW Uniform Evaluation Gary W. Water (602) 289.2288 Services LLC. (205) 854-0180 thomw.jemmetfidDonl.w or 10118=17 143M 2017 10212017 Approved O s_ ^jw AW Product Model. Nuwnbwwliaw D■YKAmI P Sa>�a.Etrsl[MeDDab Approved ter Use A IRHYHZ Outside ImWM HVIJIZ Resistant golden P.uen■ Ant Quality Assumunce Approved for Use, Anoraved for Use 1, HVHZ Wallis HVHZ ))road Resistant 21WM Pressure pogo Product MOM, kwa br ter Naar QualityLAseemesot Product Contrast ExpkaBon Dab AQ➢rovld fm Use Approvestlar Use 1, Nvir i Outside WM hnwd Restated Vial■ P.raulm MA Pdd Model. Number DW■LAaurance Product Deminlodon Contract Expkadon Deb ApprrsMd for Use Approved for Use, 1mpact in HVIjZ 4lakmlHl9JL assistant gotten P- 28 Vets 900 Medium Profile - Lake Wake, FL 1D/042018 No Yes WA WA 16 Saxony goo Fist Prole - Ruse, CA 10042018 No Yes WA WA 17 Saxony OW - Country SWq Hartford State, Shake, Slob, SPt Old English Thatch Flat Profiles - Stockton, CA 10042018 No Yes WA WA 1s Saxony 900 - Country state, Shake Bump; Slab Flat Profits - Henderson. NV 10/0412a18 No Yes WA WA #� O L V°(D U) Florida Department of Business & Professional Regulation Building Codes and Standards F.ga 1 or l Iisale Florida Department of Business & Professional Regulation Building Codes and Standards P.ga l a l 115/2o16 Florida Department of Business & Professional Regulation Building Codes and Standards Fees 1 or, ir"Is Florida Department of Business & Professional Regulation Building Codes and Standards Feg.1 or+ 1/5rm18 M Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W W F FL01 PLN6494tT+ Sd:4s Ilan Vsrslaa k Badly or !� EmdIMs3LLl�s Yelidaatla, DMt J� Validated Aghmod Datapefdlng Deg D�Approval Agagsed AMR Fial.11149411 �. Ixm Vsrslm EntMa � aoMDnLiLkr Valll�a®t � !eg ate Penamo ValidNd Abe @4A-1-al S� Approved &gall � � Version Manufacturer Ender or Coined Frabua&Llatm Validated 0, � Deg Ofb Pawing YAM" &I F Deg Apmsmd &tide Sad! mm VmJon lY�prsp EtdteLpr � E..h—aLl�e VNbabtl By 4!g Peg DM pelicans 20 Yn1101 Submitted 1�Am[mal AagrglQd $idle Revtsion 2017 Bore) Roofing / ModerLr to Cebgory: RooMg SuhCabpory: Roefkg Toes Compliance MWmdi Evaluation Report from a Product Evaluation Entity Thomas Jammed IAPMO Unbent Evaluation Gary W. Walker (602) 2694288 Services LLC. (205) 85"ielt tMmw.im woMbora(.m m l(WI S2017 1010512017 10MI2017 Approved Revision ZD17 Bored Rooks I MonierLieae Category: Roofing SubCabpary: Roofing Ties CanpNance Method: Evaluation Report from a Product Evaluation EMyy Thomas Jemmelt IAPMO Unlrorm Evaluation Gary W. Wekor (002) 289.2288 Services LLC. (205) 85W160 thgmat.lemwi®ooal.m in 10/182017 101082017 1 OV21122017 Approved RevWm 2017 Global Proteaon Products, LLC. Category: ShuBen Subcategory: Storm Panels Compliance Method: Evaktetlorl Report from a Florida Registered Archbot or a Licensed Fiends Professional Enghmr Tim Robinson WeeerA. TIN Jr., RE John W. Kne-vkh, PE (954) 689.7545 PE44167 (954) T724224 tM.roblnson®gppeert om 09MB02017 GWI/2017 09/112017 121122017 Approved Ravbion 2017 Global Protedbn Products, LLC. Category: 8hul ins SubCab(pry: atom Pawl& Cmplisee Mstlmd: Evaluation Report from a Florida Registered Archl nt or a Licensed Florida Professional Engineer Tan Robinson Walter A. Tit Jr., P.E. John W. Kneze rich, PE (954) Wg-7545 PE44167 (954) 772-M4 tim.robMson@pgsntoom 09/08017 08/3112D17 09/11)2017 12/I22017 Approved z z Q 1, Fll784714N1 Products J Eega 19 Product Motel. Number or Name Saxony 000 -Country Slob, Shake, SW &amp; Split Shake 9■Y4LA■Mmpr prod.011 contract Expliallon„Deb Fiat Profit - Lake Wades. FL 10/042018 ApprmMd for Dg Approved 1n tiYJii ouwft No as, Use Will" Resit Yes WA Doman P1elMle WA &gas+ 20 Prods MorJN. Number or Nam Saxony OW - Shake &amp; Slate aLlawAssumnce PMAM Description Contract Exiskedon Daft Flat Profile - Lathrop, CA IOM4/2018 A■prrffimWn Aussoved for Use InOutsideOubkb HVN2 No Yea bgso national lg WA 21wm Premium WA ANA 1 Product Model. Numbs or Mama 20 Gage Gekanba i Steel Storm Pw.kM4VHZ Otani AssuApprovadlaUn Product omriaiab comact mxokwjon you Corrugated GaNanbed Steel Storm Panels refaksd 12/312019 or not by tracks to provide hurricane protection. Approved for Use Jn HVNZ Outlaw. NVNz Yea Yw inua.j RWWU R Yes Desion pr n N/A am 2 Product Model. Nwrofr or Now, 24 Gage GNvi nized Steel Storm Pw.laM WHZ Qwab Awurance PWOM omdom Conked gxokfman Dab Corrugated GaMnked Steel Stem Panels robbed 1287/2010 or nut bytradu is provide hurricane protection. Approved fprJg4 Approved for Use Impact In XVk¢ outside ReaI No Yes Yes Design Pleasure WA CL SHEET N0. search, cdtww PA 1.2 Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 1n2019 Product Approval Application Detail 2291 Entity or Date Me Date Pentllna Date TV" vinsi.n Manufacturer Contact Enumser & license Validated Sy Valuated Submitted FBC Approval Approved Status Revision 2017 All Amencan Shutters and Glass Mike Berblerl Frank L. Bernardo, RE Troy Bishop, P.E. 04202018 10202017 04202018 06/122018 Approved Category: Shutters (561) 712-9882 PE-0046549 (954) 947-0880 Subcategory: Storm Panels mikebCellamedaanshutte Compliance Method: Evaluatl Report from a rs.00m Florida Registered Architect ore Licensed Flonds F�(f PrntlpetaQuality Professional Engineer 17B69-R1 Assurance Approved for Use Approved for Use Impact Deslon sea # Product Model. Number or Name Product DescriMion CoMraa Ezplratlon Date In HVIU Rristsburit Pressure 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Slam Panels 12131=19 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Pqp t a t Building Codes and Standards varmla Product Approval Application Detail FI#1"94t$ Dod1 Entity or gab 211111 tow Pendlno 21M un Ymlga lYOlda9pm[ EoalBssr.B.L,WDss lfaltY�$1L )(aIWMss subow MC Approved Aon®9d Am" Revlabn 2017 nW Bustling Componans Group kne. Stuart Lewis ICC Evaluation Service, LLC WMam M. Ranked, PE 09/19=17 081072017 0921/2017 Approved Category: StruaaY components (847) 918-6473 (407) 881.1917 aulaCostIM: Trials Plata slswla@apineitw.com compeers Molhod: Evratlon Report from a Product Evaluation Err* MAI MIM Ppodueta Aaawed far lee Approved for Use boosted Dlelm Awl ProduaModel. Nimbsr«Sam P In HVHZ OLdome11Ali !! Prssssre 4 RW BDG/Alpins Wave MOW Connector Plato 12131,24= Ya Yes WA WA I3a19094U sdals mm Vanbn !l IreL Revision 2017 IriV Binding Componans Group Inc. Caegory: Structural Components Subcategory: Truss Plate Compliance Method: Evolvatbn Report from a Product Evrusllorl En* Each 1 ITN/ BCG/Abke Kgher Strength (H aamp; S) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i off frauds EgmL4L gale 2d a gabPandlsa Ra S'i9mald VYltlsed IN Submitted FBC Attlifissel Alliaroyed nth Slut" Lewis ICC Evaluation Service, LLC William M. Ranted, PE OWI M17 OSWIM17 091212017 Approved (647) 918-6473 (407) 6SIA917 slewitcalpinaNw.com Approved for Uw Approined for Use fm"l Design Product Dowdop90 Sao9ugExWntloaDate ID HVNZ Oalsldls HVHZ Itloolstord, P.reegn Metal Connector Plats 121312022 Yes Yea WA WA Florida Department of Business & Professional Regulation Pape I of I Building Coda and Standards 1151:2011, Product Approval Application Detail 1as21nm SrsAe Fair gab tab D,bPeordlow 291 URI Version ftnub9ptre[ EoalossL.lrl,Naass vYkwmetoy Y11mMed Ilrmntftd FISCAgenated A,,,,M EteOa Revision 2017 Mnek Industries, Inc. David Wert IOC Evaluaton Service, LLC IOC Evaluation Service, 10/1912017 10119=17 10222017 Approved category: Structural Components (314) 651.7480 LLC. /utiCregoy: Trues Plates dwert@mli.cem (206) No -gem Compliance Method: Evaluation Report from a Product Evaluation Entity F1a219f41a Pmmete Approved for Usis Waited Ioalon 1111111.9 Produo Modr.Npnber«Moms Pam„pmdodm Corobscit Expiration DAD In HVHZ Ou.J HVHZ 1 Pressure 1 M18SHS 18 qa. super high sbangth ttos connector plats 01/01=1 Ya Ya WA WA > 1 ggle 1011 Ylsbn Namulacbmw Revision 2017 ITW Buldwg Components Group Inc. cebgOryr. Structural Components SubCdogoly: Trues Plates Cempllmce Method: Evaluation Report frcrn as Product Evaluation Entry Ami Product Model. Number «tom. 2 ITW BCG/Alpkts Filings PIM Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pop al II +/&m18 Eltlba Dab gab Datapasmas go Enaklrr a LlcaroyalldYtl By V&rA@bd gum ass Approval Approved third Stuart Lewis [CC Evaluation Service, LLC Willem M. Ranked, PE 09/192017 99/072017 09212017 Approved (647) 918-6473 (407) 681.1917 slivelse paetw.com 8 Aoorovsd for thee Amrovetlf«Uas balls Domain Produce, Dmmdo§M In HVHZ Dub" HVHZ t Pressure Maw Connector Flaw 12/3112022 Y. Ya WA WA Florida Department of Business & Professional Regulation Building Coda and Standards Product Approval Application Detail Pape 1 of I v6rmta aetaal4U Dade LOS yoraYa mouftchm Revision 2017 nW Bidding Components Group Ina. Category: Structural Components loulaCregury: Traps Plates compliance Method: Evaluation Report from a Product Evrustipn Entity F�9M�M Produces pill Product Model. Number«tom. 3 ITW SCO/Alpse Trulox fl.i21974M Hffi!47$a Entitycs[ 20 21M Door poodles Dab 220 Ifm! vmion MINSINGUM i.L,lcom Yall�d.rel Yal�fl Subs FBC Acaovel Aagtamd Iwo LM YJtreba mastagum Ravislon 2017 Mrrek Industries, lino. David Were ICC Evaluation Service, LLC ICC Evaluation Service, 10/122017 10119=17 lVaM17 Approved Revision 2017 M risk Industries, too. Calagory: Structural Components (314) 861-7480 LLC. Category: Structural Components Subcategory: Traps Plata dwedoomlLcom (205) 59941100 Su6Cawepy: Tones PlaNq Compliance Method: Evaluation Report from a CoYpltrmce Mrhod: Evauatlon Repot from a Product Evaluation EnMy Product Evaluation Emily FU7197.R6 Prodppete F11a197418 Proapeb Quaft Assurance, Approved for Ives Approved for Use Irepaat Design AW Product Medal. Npmk.r a No P In Ifin C Pure 22" Product Model. Number: «Nam 2 MII 16 18 ga. pus cairieaa plate OU012023 Ya Yes WA WA 3 Mr18HS ABW&2ma 11 atmmk2b 4 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applicaton Detail Pag., a 1 I/armle Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 Of I 1/541018 C90 Erhgb w 2ab tab ! waft FLS"274t8 22111 EmfpL9r Deb tab Don parvelpp 21M Mae varel9a 1lNufssbMr D9atud Eagloior&Litares, Yalidsedml yet SubAW FBCADorovid #on mm iM11Pa mmubwbre[ Corona EmIroor&License VoIldshad Bor Yalidebd Submitted PHCApproval AafagMd AM M Revis" 2017 MITek Industries, Inc, David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 101192017 10/19=7 102=017 Approved Revision 2017 Weyedps our Rob Bakt20201 kein ICC Evaluated Service, LLC Janes A. Rothman, P.E. 0sQ=17 067 07/0312017 Approved collog ry: Structural Comporal (314) 851-7480 I.I.C. Category: Structural Components (253) 924.6470 (508) 839.1344 BubCawgory: Truest Plate dwsrt®ma.aom (205) 599.99D0 SUUCabpory: Engineered Lumber Robert.SakilistriCliveyedra compasses, MYhcd: Evaluated Report from a Compliance Method: Evaluation Repot from a asx coon Product EveNation EMIy lit"9740111 Products Product Evaluation EnMy F{/8627-p Prodpeb ffia ProAetMotlN.NtenbsrorMome Approved for Use Approved for Use Preduct0eaedotlm ContndEXDIM§DhDre InfNHZ outeMsWill halo DLion Rai r¢ P $gq,a ProdlptMadol.Nunper«wra ADDroved ter Uee Approved nor Lao PmdLmt DescriptionCminetEWrrlonDrs InHWM out" hunt 1>oolon I re Pressure, 5 MF20HS 20 ga. high strength trues coaecto r p1Ys 01/012023 Yss Ya NIA WA 1 Mkroem LVL Laminated Vanem Lumber 03/312019 No YM WA WA lssaltiSalf� FlaS6274k6 Code Min version Nitaijbigim Revision 2017 Weyahceuesr Creyory: Structural Components SubCawpory: Engineered Lumber Compliance Method Enk*Wn Report from a Product Evoluslkn Ed* ini96174tl Prodppb � Produee Modal. Number«toms 2 Para9em PSL seemh FgWt Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DsbD Page 1 a i 115=18 Enftcr no 2@b gataPmYfoa gab Enptrpor & L IOa� Submitted FOC Approval AFrAnsfed Awe Stuart Lewis ICC Evaluation Service, LLC Willem M. Ranked, PE 09119=17 09/07MO17 o9212017 Approved (847) 918.6473 (407) 681-1917 elawl6Aalpine8w.cem Oaar Assurance AporoyW for Ua Amrared to, Iwo I n laid 22" P L1mlrerdfagaW-owes lD1D@li gllglda.111Ni R Pmapre Metz connector Plate 12/312022 Yee Yes WA WA Florida Department of Business & Professional Regulation Building Coda and Standards Product Approval Application Detag Pegelat II 116rmta Entity 20 gab Bobgab. S1rffiam EI1 a Lk- vrkwwd Mo Y Enbmmad P9SAeproyal Approved At" David Wert ICC Evaluated Service, LLC ICC Evaluation Ssrvke, 10/19=17 10/19rm17 f M22017 Approved (314) 651-7460 I.I.C. dwert&m6.com 1205) 599.9800 Aporwed for IW Approved for Use inum t DHI® Pigs InHyHZ ou9tlolw Hss!!bre ProsenFgs 18 ga. high strength puss connector plate 0111012023 Ya Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe / of I 1/Ymi8 Do* Psalm coined EminaerALloeao Misstated vwmaw Ilp4mtlald FIND Asnaravd Agre07d Et" Rob eastern ICC Evaluation Service, LLC James A Rothman, P.E. 08222017 05/1202017 07103/2017 Approved (263)924.6476 (608)839.1344 RabartBYdwk4tweyerhe eueandem 4sst.CAsslOreB Apaeved for Use Aograred for Use Impact 22" Product Deacdotlartoin Dolor ID.WMZ Oub9ft tl+Ali t Pressure Personal strand Lumber 03131/2019 No Ya WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pew 1 of 1 1/5=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap I a 1 + 6rzo1e Florida Department Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pogo 1 of 1 115wa Florida Department Of Business &Professional Regulation Prge 1 a+ Building Coda and Standards 115/2018 Product Approval Application Detail FLf6a27Ra Dd$ Mus V-I n Nuathaux Revdkn 2017 Wsymbesucer Category: Structural Components SubCaegory: Eiigkroered Lumber Compliance Moarod: Ewlwtkn Report from a Product Evaluation Entiy, FLJM6274ta Pradppb Awl Prithad MPM, Nurnber tor Nam 3 TkraxrStrand LSL Enft or Dab !ice Date PNWWA comod EtMmearaLk a Ya9tltledBy YYreWO IYYM09 PSCAoorelal Rob Baldwin ICC Evaluation sarvks, LLC James A. Rebutted, P.E. 08222017 0110=17 (253) 924.6476 (Wfl) 83&1344 Robed.8aewlnsswwayarhe eax.cem Approved fort Use ADDrandftrUn Pam,Delimitation CadmotExnlretlenDeb In.HMU Oplteld, HVHZ Laminated SfraM Lumber 031312019 NO Ya 21K Apa,,Md AM& 07/03/2017 Approved IM= Dluaa assistant Pressure WA WA FL#U27.R8 Sssde IYss version maada4 Hayman 2017 Weyerhauar Category: Structural Components subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entily F129e274tl Prodppeb Ala Product Model. Number«Nam 4 TJ Rim amid Entfev or 29t 20 DW Pen&m Spulbg EAW-3J VYld.watoy 3twm d Submitted FISCAoomrY Rob Ballwin ICC Evalatlon Service, LLC Jones A. Ramian, P.E. 0B2=17 OS2OrM7 (259) 924$M176 (808) 838-1344 Robert.Baldwrnilltyeysme eueer.com DIMIIILAssurience Aglfrowed.for Dss Amrowd for Ua Product,Qgcalpfift conftd EXDIMOM ONO In111VIC out"lflR&Rosisb Structural Composite Lumber or Oriented Steam 03r3112M.9 No Yea board Rim Board Oft Aeormad Ehfss 07I032017 Approved hoped coolant Pressure WA WA R.M8274M S39t Ime Version 1Ygdacbor Revision 2017 Wsyemaueer Category: Structural Components BubCebgory: Engineered Lumber Compliance Method Evaluation Repaid from a Product Evaluation Emty F1196274tl Prodrpb $spa Product ModaLNumber «Same 5 Weyerhaeuser Rtrn Board Entity car 21b 21a Doll. P.edxm cooled E-1-&JLicense Validated far ViIOabd aLdNne9 FIND Aoaressl Rob Baldwin ICC Evaluation Service, LLC Janes A Rothman, P.E. OS222017 0820M17 (253) 924C476 (808) 639.1344 Robed.BaldwohQawyedla eusencom Qualfiv Assurouricas Approved for Ua Apprmred for Use Product Desolation conuld EKokefto Dow In1110S O Oriented Struts Board Rim aosrd 03/3142019 No Yee Dab Alice AMM 07103/2017 Approved Impact Baskin Rohm Pmssa WA WA COO male Val819B asigill m Revkekn 2017 CASTCRETE USA, Ina Category: Structural Components Subcategory: Products Introduced ail a Result of NOW Technology Compft e Method: Codification Mark or Listing FUIBMIO PmduMa Essa Product Model. Number «Home 1 High SsargM Concrete Lintels EIS Dab Dab pmponmm Dab Sordeat EmmeerALkmppe V Bd Was ymog d $gBntltld FOCA-1 A -raved abhM Craig Famm Miando ds BCCO - CER MwmFDede BCCO - VAL 111142017 10/182017 1121,2017 Approved cperdnoQcaatraew.com 0,UtLAissnOOfd Aprtrs[sd.For ltss Apnrored f« um 1mw9S Design Product Disoodoffoo contract ExpindiNLONk In HVHZ jl,Y,f$ Rnhftd Prasstm. 4.6.8, and 12 inch wide lntsls owl I/MIS Yes, Yea WA WA l Search .0111h its 13 Ra1774R8 Retie Eolprn[ lya l Monism Manor e9plreL Ccesbo d ElmlossLlLsssseyYMeted By Revision 2017 Commercial Concrete Produge,mc. Robert Gais THUY H. HUYNH John Hoy Category: Structure[ Components (813) 65"707 PE-W122 (3S2) Swazi I SubCa/apoy: Prod" Introduced as a Result of PmcaepYcrilliyahm.com New Technology Complhulca Method: Evaluation Report from a Flores Registered Architect «a Licensed Florida Protassionei Ergkmr FLAITT44W landuete Dab 20t Dab rUKHM Dab ydwm awmaw P9gADIFOV21 Ationivld 20" 10/142017 101132017 10/2812017 12/122017 Approved Quellet, Assurance 12"Produel Model NumhM«tome Approved forth Approved for Ua boa DHloS Product Dondm In mOii Oulsklor HVHZ gou P> 1 Quality Proust or Commercial Concrete. products Precast and Prestressed continents Lthtela 0525/2024 No Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel 02 32e12018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2of2 3/2e12014 Quatity A...rancir pp Approved for Use Approved for Use Impact Deslan Sep # 18 Product Model. Number or Name. 26 Ge. GulfPBR Product Description Contract Min 26 Ga. GuIfPBR Roof Panel over 1x4 Wood EzolratlonDate 04/122024 In HVHZ Yes Outside HVHZ Yes Raslstalu N1A Pressure -NIA/ Code Entity or pee D^te Oate Pendna Date URI! Version Manufacturer Conrad Encino" & License Validated By Validated Submitted FBC Approval Approved Status 19 26 Ga. GuIfPBR Purlins over 15/32&quoL Plywood Mn 26 Ga. GuIfPSR over 15132&quot; Plywood 04/122024 Yes Yes N/A -151.7PSF +N/A/ Revision 2017 Gulf Coast Supply & Manufacturing, LLC, Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12f2017 10110/20+7 10/172017 12112/2017 Approved -154.7PSF Category: Roaring (352) 498-0778 PE-75519 (334) 300-1800 20 26 Ga. GuifPSR Mn 26 Ga. GulfPBR over tz4 Wood Puri- over 04/122024 No Yes NIA +N/A/ Subcategory: Metal Roofing imbegulfcoastsupply.com 15/32&quot; Plywood -151.7PSF Compliance Method: Evaluation Report from a 21 26 Ga. GulfRib Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes NIA +N/A/ Florida Registered Architect or a Licensed Florida 15/32&qua; Plywood .164.2PSF Professional Engineer 22 26 Ga. GUIfRib Min 26 Ga. GulfRib over 15/32&qua Plywood 04/122024 No Yes NIA +N/A/ -159.2PSF FL#11651-R3 Products - 23 26 Ge. GulfRib Min 26 Ga. GulfRib over 15/32&W ot, Plywood 04/122024 Yes Yes NIA +N/A/ Quality Assurance Approved for Use Approved for Use Impact Deslan 24 26 Ga. GulfRlb Min 26 Ga. GulfRib over tx4 Wood Purlins over 041M22024 Yes Yes NIA +159.2PSF N/A/ Sea # product Model. Number or Name Product Descdbtlon Contract Ezblmtlon Date In HVHZ Outside HVHZ Resisters pressure 15/32&qua; Plywood -164.2PSF 1 0.032&quot; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ 25 29 Ge. GUIfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/12/2024 No Yes NIA -NIA/ over 15/32&quot; Plywood -108.5PSF 15132&qua; Plywood -123.5PSF 2 0.032&quoL Aluminum Gulf Lok Min 0.032&qua; Aluminum Gulf Lok 16&qua; Wide 04/122024 No Yes N/A -NIA/ 26 29 Ga. GulfRib Mn 29 Ga. GulfRib over 15/32&qua; Plywood 04/122024 No Yes NIA +N/A/ Roof Panel over 15/32&qua; Plywood -116.OPSF -146.OPSF 3 1&quot; 24ga. Gun Snap 1&quoL Gulf Snap 24 Ga. 17&qua; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS 27 29 Ga, Gurfift Min 29 Ga, GulfRib over ix4 Wood Puffins over 04/122024 No Yes NIA +N/A/ 4 5 1&qud; 24ga. Vereal-oc 1&quoL Versal-oc 032&qua; Aluminum over 15/328.qua, Plywood i&quoL VersaLac 24ga 16.5&qua; Wide Roof Panel over 15/32&quoL Plywood 1&quot; Versal-oc min .032&quot, Aluminum over 04/122024 04/122024 Yes Yes Yes Yes N/A N/A +N/A/ -138.5PSF +N/A/ 28 29 Ge. GulfRib 7I16&qua, O.S.B. Mn 29 Ga. GulfRib over 7h6&gLOt; O.S.B. -101.OPSF 0411M024 No Yes NIA +N/A/ -116.OPSF 15/32&qua; Plywood -101.OPSF 6 1.5&qua; 24ga. Gulf Snap 1.5&qua; Gulf Snap 24ga. 18&qua; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel ovar 15/32&qud; Plywood -116.OPSF Search Cflted.a 7 1.5&qua; 24ga. VersaLoc 1.5&quot; VarsaLac min 249a. 16&qua; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qua; Plywood -123.5PSF Code Version: 2017 FL #: 11651 8 2&qua; 24ga. Megal-oc Min 24 Ga. 2&qua; Megat-oc 188qua; wide Rod 0411212024 No Yes N/A +N/A/ Application Type: ALL Product Manufacturer: ALL Panel over 15/32&qua; Plywood -108.5P8F Category: ALL Subcategory: ALL 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&qua; Wide wa 15/32&quoL 04/122024 No Yes N/A +N/A/-96.7PSF Application Status: ALL Compliance Method: ALL Plywood Quality Assurance Entry Contract Expired: ALL Product Model, Number or Name: ALL 10 24 Ga. Gulf Seem Min 24 Ga. Gulf Seam 16&qua; Wide Roof Panel 04/122024 No Yes N/A +NIA/-93.5PSF Product Description: ALL Approved for use In HVHZ: ALL over 1x4 Wood Purins over 15/32&qud; Plywood Approved for use outside HVHZ: ALL Impact Resistant: ALL 11 24 Go. Gulf Seam Mn 24 Ge. Gulf Seem, 1 3/4&qua; Snap Lock, 04/122024 No Yes N/A +N/A/ Design Pressure: ALL Date From: ALL 18&W a; Wide Roof Panel over 15132&quot, Plywood -105.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&qua; 04/122024 Yes Yes N/A +N/A/ Date To: ALL Plywood 13 26 Go. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quota Plywood 04/122024 No Yes N/A +156.SPSF N/A/-131.PSF 14 26 Ga. 5V Cramp Min 26 Ga. 5V Crimp Roof Panel war 1x4 Wood 041122024 No Yes N/A -NIA/ Purlins user 15132&qua; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gum Lok 16&qua; Wide Roof Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&qua; Plywood -161.OPSF 16 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&quoL Wide Roof Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15/32&qua; Plywood 17 26 Ga. GuIfPBR Mn 26 Ga. Gulf PBR Roof Panel over 15/32&qua; 04 122024 No Yes N/A +N/A/ Plywood -154.7PSF -6- 0 N FU > O (` C-- +-0 �a U L Q/'L'� 0 <V O L N O 0 > N a) ���� i- (U 0 'R .,Co vi Q Q Z Z LU J m1�31tkdY�Glluaie�63a-