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HomeMy WebLinkAbout39591 Dawson Chase Dr/ 5 `/ pe- s[ ` ^ ' f' k< ;. — — 100 110 -------r ❑ II II II II — - [E-11 EIE ElElFEI❑ Ll a a a a Elm 0 a INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS ABBREVIATIONS SN STRUCTURAL NOTES SN1 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A. F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh Bookshelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or r C Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit Coffered or Tray Ceiling COFF or Col. COL or Col. Column FIN FLR or FF or Fin. Flr. Finished Floor FIX or FXD Fixed FLR or Mr. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR DR French Door FRT Front FT or Ft Foot/ Feet FTG or Ftg. Footing GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HS Horizontal HS Hard Surface (flooring) ILO In Lieu Of Insul. Insulation INT or Int. INT or Int. Interior PWDR or Pwd. Powder Room RA or RIA or R.A. Return Air RAG or Rag. Return Air Grill RAD or Red. Radius REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS or R/S or R&S Rod and Shelf SD or SD. Smoke Detector SQ FT or SF or S.F. Square Foot (feet) SGD Sliding Glass Door SH or Sh. Shelves SHWR or Shwr: Shower SHT Sheet SL or S.L. Side Lights SPF or S.P.F. Spruce Pine Fir SPECS or SPECS. Specifications ST or Sq. Square STO Storage S3S STEM DETAILS 54 DETAILS S5 DETAILS SS RETROFIT DETAILS SECTIONS &DETAILS WID WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS pA1,1 PRODUCT APPROVAL NUMBERS pA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS _ OMP or Comm. Community COMP or Comp. Compressor KS or K.S.Ivwan Knee Sp KS or . Knee Space SW o S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine I[ 7_11 DI CONN or CONN. Connection LAUN or Lauri. Laundry TB Towel Bar I I I IFE-11 CONT or Cont. Ceramic LF o L.F.LLavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block p 171 D FEI F71 1711 F1711 I DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MGT Management (room) TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAS or Mas. Masonry TP Toilet Paper Holder DEC or Dec. Decorative MAX or Max Maximum TR Towel Ring DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom Window '3 DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical DISP or Disp. Disposal MW or MICRO or Micro. Microwave UC or u.c. Under Counter DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack ML or M.L. Microlam V or v. Valve (shower or tub/shower) = DTL Detail MONO or Mono Monolithic VB Vanity Base o DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical CD DVP 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 EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) 00 I ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor � EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood = EXT or Ext. Exterior PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header m EXP or Exp. Expansion PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLT HT or Pit. Ht. Plate Height WIC or W.I.C. Walk-in Closet LO FDN or Fdn. Foundation PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FXD GL Fixed Glass PSF Pounds per square foot WP Water Proof(ing) FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) REVISIONS J zi 08-20-15 1.00 NEW BASE PLAN to t 12-8-15 2.00 FRAME —WALK REVISIONS 12-27-17 3.00 2017 FBC UPDATES o MEAN ROOF 15 FT. HIGH TYPICAL 3 FOR SINGLE STORY HOMES N MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES E THIS DRAWING AND DESIGN IS VALID E FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID y CODE REFERENCES ARE SUMMARIES CfElF>rY OF CODE SECTIONS. o NAT10N14 ELFCTv,� Sty SEE FBCR (CURRENT VERSION) FOR AND E :,'14'" to a::!t= COMPLETE CODE INFORMATION. ®ROIc Notice to Builder &All Subcontractors C_;' t� I It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed i Professionals clear information. Every attempt has been made to REVIEW prevent error. The Builder and all subcontractors are required to ���� review all the information contained in these documents, prior to CITY oi" �FN the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations N 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 w advanced notification and approval by the Designer/Engineer. d Payments will be made in accordance to the terms of the agreement. K U� Z M 0 — o Z co z� d 13 cn (9 w �_ C) •V — LLt ITO o m W E N M m M ca Cl) — U _ cca c N O o 0 U y �"°° 00 -2 FZ Q rn co, 0 rn Q o B D® X-C i N N V1 N O N Z W ���z �' z — 1. . a W a rnLL�- 7 w LA § �._WW�W�'DSEN •� `�', �•'• .... • \0`••gip.`' r e\ti' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �z wo Z f�a a Y W z�0 Z Lu Z i%0c,J W J i Y N a uU. W N VO W ti W UJI 8W Z Z _ _ >o ZZ 5 Z Q IM O a J U = u U opz 0 � . J ^ L / fp8 $7 m a Ln � Q J N h � na, Z ¢ Z Q Q�W� Q 8o�o 80�0 Z Z T I LU f C" W 1 L/' 7-1 LU W Q < == '1i¢ Z EO � OM z z 0� o a 2w N�pQp1 W y� ! W J Z 0 00 g = Z rn rt a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 3 . 0 SHEET NO. C S .crrr � � i �t—_mil— r I�T� f-IT� I c v x 0 00 LO 02 wv LO J 00 LO 00 00 0 E 0 _ 00 54'-0" TYP @ 1 STORY A S3 H.B.+ `\ 0 286 I ;t�2 68 I w I iv 00 D I I I TI E ! \\ LU N U N N I I I \ I 1 15'-O2" C° �° 1 I I 151 20'-04PP I 7$ OPT. OPT. W o \ 5, 0„ I I I `., FAMILY R M DRYER VENT THRU WALL - R&s --- - 2 CAR GARAGE VAULT CLG. - 5-SH HANSON BOX O_ \ CARPET \ 8'-0" CLG. I o I I -, N 16" DEEP @ 36" A.F.F. I p I I \ Zv OPT. is a- =w is I Q I I Zo I _ - - - _ _ - L REF_ 1_ v)o 0' LG. - d w I I = I r to EDGE OF SLAB 2" 1 w 1 1 H O m I C BEYOND WALL I >CM I l I1 I 0 I l 2PP 2Pf6PP Cl) 1 I X I 20'-01" I o - - 4 - I I I - 2P I K I I I 20"x20" SQ. N I 1'-4T 1 I S3 1 I I I 1 I I I PILASTER W/ (4) #5 VERTICALS. �9'-6' CLG. I j I I I'' I I I I E I I I I GROUT SOLID. (SEE ELEV. FOR j I a I �l �; I O 0 I I HEIGHT). 4x4 P.T. #2 SYP WD. POST 2:12 SLOPE I I oo / x I I ' z 4'-0" CEILING i i O 2'-6" Q I I I ENTRY TO SIT DIRECTLY IN CENTER W/ f I I 1 O I I D I I $'_0"CLG. USP PA44 (TYP OF TWO) j 1 W.H. BUILDER TO PROVIDE I S3 I CC I PATIO I III " 4 APPLIANCE S3 L----------- PROTECTION WHEN I _ Lee, dl I 111ztD W I I N G.T. CAF E C -�J ;, -- � I _ REQUIRED PER FBC OEM I I E O VAULT. CLG I00 �r 6" CARPET 16P 5i.. 2 8'-3" S3 -101i 4 6'-8" 3068 1 I -0" �' -6" (4) 2x4 #2 SYP STUDS FOYER- O I I N I P7 1O W/ USP HTT4 @BASE TILE 1 1 d I 9'-6" CLG. I I d+4�-0111 5'-8' 10" H_ _ A_T_7'-4" B. . I o - I ---- - R&S IN -- -- - a --- N- "' R&S TYP @ 1 STORY `� z _ W I i ""r° . 166 R&S N iff S3 (4) 2x4 #2 SYP STUDS I W/ USP HTT4 @ BASE 00 N AHU I 8 -0 CLG. 4068 B.F. - 4068 B.F. TYP @ 1 STORY 2668 CARPET I 0I 2668 60 A _P r OWNER'S I oa 3' ry 8'-2" tY 8'-0" 2'-4" 4'-2" 3-74 P s g 04" S3 ; BEDROOM M SUITE r,N I 8'-0" CLG. 16" 5-SH DEEP C N 8'-0" CLG. CARPET aal BEDROOM 2 - ON CARPET - LINEN C 0 8'-0" CLG. r`�•1 r IIIIIIIIEID,V _� CARPET O 60"x36" - N G8 P SHOWER = �; LO TILE 4 3PO _O" 10'-4" 2PP 5 10'-5" 8 1 PP -52 TILE LE IBERGLAS URROUN [CF In P BERGLASS AC PAD I I E o ok rC61 IURROUND iNI 11011711*11 TYP @ 1 STORY S3 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI 1i8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18'X 25 4 S.H. 13 20X38j 18-X3711 S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 # X 62 4 S.H. 16 20 X 72 18 4 X 71 j S.H. 11-12 271/4X26 26X254 S.H. 1H3 271/4X38j 26x371 S.H. 1 H4 274 X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.W. 23 37 j X 38 j 36 1 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 J4 X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 � X 25 4 S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 DOUBLE 39X59 79 X 59 N/A S.H. (_oncrol Nlntoc 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 shalt 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" CA +29.7 / -30.8 +29.7 / -39.2 © +28.3 / -30.8 +28.3 / -36.4 OE +26.6 / -28.0 +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 140 MPHNo NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE T +34.0 / -44.8 WALL LEGEND I,",1„1,1,11,1' 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 "131 ") 25-SH 1ST FLOOR LIVING AREA 1555 O LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 22"-10" 01 TOTAL AREA 2005 rhA I P-..-1u6adi,I i.Y, 1AAA111 _ c F_ -F_I F__ -1- - __F- __F_ INSULATION REQ. R-VALUE / EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) ( z M 0 - o z CO z 4 J Cl- U) z cn 4--J w C6 0 •O w m � o0 m N W E t- 8 01 Cl) CM M �-0Mco z U o _0 t"00 o Q of i) fl. o 0) LO 0 rn Q o AlN B D0 -c N �O Q, o N � tA Z N Z �' z A- J W . " w _ LU� � LL Z5 � a Z 0 im c - O Q i .Zz�,{ N (� W O �``Q3�® �.` www Si•'�'obr , c-3 PSI Sz d 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z z Z a f z zoo oz :z�PA c\f-� S W� 04 co Zz L. ° a }z > O Z �a ILL O L.L_ ❑ z :�w U T� o ~Q m Q J - � U Q � R ELL a6< o .. � fV rl zW�� Q ^ aog o�6 z ° z LLJ r-1 L / 6j a '=5 LL J rl LU Q o a a o � o .-I 00 Q z Z Paz Hoo 0° z LU z O 00,-4 g = rn a cn s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 1.0 8'-0" 00 8'-0" 2'-84 MIRRORI it T-0" 8'_521" II MIRROR I / I / 50 0 i i 0 0 0 I O En O M 3 BATH 2 OWNER'S BATHROOM c a> v rn 0 0 5'01 -0" 01 F77 co 0 w oo LO LLJ Lj i 0 m N (O CD rn =j Ll CV J co LO DW 0 M M c 4-1 OPT. REF.f�-2 i I %J I I RANGlz E a2 N KITCHEN ISLAND KITCHEN KITCHEN 0 o. t° E O v `v C J y N i.i U O 0 I 02 U N 0 N INTERIOR ELEVATIONS - SCALE: 1 /2"=1'-0" ' I I I o a� o _ o t i O I I O Q I co 8�_5a 0 m HOOD 0 (V 0 0 CV v r zM 0 — o zN z� a z � w (DM V — o m N W N M F— E� � M — U N .'�O M S m O o 0 -sef� O M aO A Al C Q O UC;' C-1 LU S D® NCV tw N N v � Z W M�oz � z N W 0 'UWJ .... r a ¢ � z � ^ro 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. LENAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz za fF W ¢ K lay- �zLU 00 V J � 2.z J W w z � W 0 g Z c Z¢ J W U \I o 2E z 0 O Y j ZO� O � a N �+ • Zasr- < U/ Q¢WK Q � O p � uu - Z o W W ¢wW= C� C �8F�9 � Q 1rZ �Q2 1�y��/�1�) �r W �� � m r..rt /, 4` W J Z w J Z ¢ E � cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION N0. ^ . SHEET' NO. �•J 2.0 v r zM 0 — o zN z� a z � w (DM V — o m N W N M F— E� � M — U N .'�O M S m O o 0 -sef� O M aO A Al C Q O UC;' C-1 LU S D® NCV tw N N v � Z W M�oz � z N W 0 'UWJ .... r a ¢ � z � ^ro 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. LENAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz za fF W ¢ K lay- �zLU 00 V J � 2.z J W w z � W 0 g Z c Z¢ J W U \I o 2E z 0 O Y j ZO� O � a N �+ • Zasr- < U/ Q¢WK Q � O p � uu - Z o W W ¢wW= C� C �8F�9 � Q 1rZ �Q2 1�y��/�1�) �r W �� � m r..rt /, 4` W J Z w J Z ¢ E � cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION N0. ^ . SHEET' NO. �•J 2.0 c -v rn 0 0 N n LC) co LO I 00 i x m a v x rn 0 J co LO 02 00 N r v E E x I o0 12 5� 4' RIDGE VENT ------ ----_0,--- ----------------------------------- 1, 2'-0" 12 7�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — — — — — — — — — — — — — — — — — — — — — — — — — — — —lit, — — — — — — — — — 1" x 9" SMOOTH I EEIFETIFEEIE] TEXTURED HEAD/BAND I IF-717] I FE71ODaFF71 1100 --- --- ---177�_ �J 7_�_ 17 7�_ — --- ------------- 12 �5 18' RIDGE VENT PRE -ENGINEER TRUSS 12 5� REFER TO STRUCTURAL — PLANS FOR BEAM SIZE 2"X4" TYP.--�" 5/8" TEXTURED OVER — MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO STRUCTURAL — PLANS FOR POST SIZE 2x FRAMING AS REQ. --�` POST TO CMU — CONNECTOR - REFER TO STRUCTURAL PLANS (1) 2"X4" TYP. (2) 2"X6" TYP. SEE FOUNDATION PLANS FOR FOOTER SIZE (: ) C-1 OLUMN DETAIL FRONT ELEVATION - B1. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS _ _ _ _ — — —-------- T.O.M. -------------------- HDR HGT. TEXTURED CEMENTICIOUS b FINISH ON C.M.U. _ bo 9 Zo (TYP.) LEFT ELEVATION - B1 CALE: 1 /4"=V-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 FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN, OF NET FREE AREA! LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. 0 t2 Z M O — O Z c�v z� U) V) CD w � C6 u — O w Vh Of Lu �-- (� U 0 M o 0 m N w E ~— 8 u M f�`6 'O M =aim g? �'i O oN L L.L. 00 Yo 0 is rn n. C'¢ n �v B D N C LLV N N zU) god o a o �� N � z w z � � w J C9 a/ LL v N G W (D ,W LL a Uaa_� Z 4 O� .Qw LL C14 �� c Al yvw. vst•'i3G cdm• ••' OOL 1 " F rt` "(111 E 1 I { tW,���� 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. L NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O Z 0 za a� z w¢iY� Zoo ZwZZ �owZ o O_.� V WoN LO W L J W Z z0 V LU Q o a U = �.� Z Q J W �2E � 0 1 ^ O a 18 0 o< LL LU z'-a< QaWCe g1ou-0 z z rl �E LU c S awLL� J { UJ 2:F Y U s ,-1 Q a z Paz � Z aoo Cal= 0 Ln Z a � SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION N0. 10 SHEET NO. 3.1 r� ri i'I .rI .,, I ..,., ,:..s y';-.I I i_u,u - -- _ T 0 bo E 0 i., C a 3 TAB SHINGLES. ROOF — INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. 18' RIDGE VENT 12 5� 4' RIDGE VENT 12 �5 OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) T.O.M. , -- TEXTURED CEMENTICIOUS FIN, ON C.M.U. (TYP.) TEXTURED 2'-0" CEMENTICIOUS 2" x 4" SMOOTH FINISH ON C.M.U. (TYP.) TEXTURED SILL / BAND F.FL. - — — — — — — — — — A REAR ELEVATION - B1. RIGHT ELEVAT ION - B1 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 maybe reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. + OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. CD o CD z c U) V) QD (1)C (Dru 4—J w n Ow ru m tIJ U N CO N 'D M O .o a Y 0 0 Y � ¢ rn LO CL rn Q 0 B 1 N C V N N i� Z6 Z W M N� Z � z ,'5 �LLo.Q w W UJ .2`"�a 1� LL �� fir .�\�`�� qq��.... ' • v 4 F o U1 <O� = U W 2 �f�ildliEllltt'1`��! 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 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 4 Wo z 2 'r z Wa 0 zoo 0 z,zz Q z ozw W CO SW�o m -� LU z z A \ LU a VO cj. / \ Q O -0 Z a �� U r • • < o00J {�,1 r Y r- LLI W�m2 0 Y.. L(W) � Uapnd N zaza WC< W z rl �rz LV U') t 1.1 Q z ¢ z ��Y S�8 Q z C:)Q Z cez a0 m z LLl < z � r-I a V) o SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AMES VERSION NO. 10 O SHEET NO. 3.2 2" 1" 2" "NOTE: VARIES 1'-10" 12' CAP = CAP iv N FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY _ 1/2" RADIUS 3 1/2" RADIUS �� (O iv n - to COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" zl -� N 3/4" RADIUS 1' S4„ �I� 1" 1" Cl) BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES SIN 1'_0" 1" OPENING _ VARIES 1'4" 0 22 VARIES 1'-4" 12 VARIES SIN 1„ 1. 1 1/2" RADIUS 4" 34 4 CV - 2 112" RADIUS L1) r mlv a �Ia f r ^p� M VARIES 12" M 32" 11" 32" r' 1° 1" BASE (O CO N BASE ��N 3 ,,, ,,, 2 MTV 1, 1 „ 3" 3,. 3_" 4 4 2 4 4" y rN 12, "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN iQ REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" i _ CS, 1" ^`r DETAIL TO BED 2 2 co BUILT W/ STUCCO. EDGE I 2a" ' OPENING 6' - 0 1-1/2" THICK 1-1/2" THICK 4 101, N 24' � 10" 6" � �Id IN N4- 4' 2 N 2" 6" 2 2„ iv fn cn �M 1-1/2" THICK s2" 24" M `la 52" 2-4 1'-101, 1'-5" 52" �`---'j d _ 51. 1 4„ 3. 4 I (o 00 N N �M a" 1" 12' O ! I - +++ fff VARIES VARIES 2° N W Q TCh ro VARIES VARIES r4 1" 8" 32 IZ Q4' _ bo - r--------- (� 00 3„ 6" 4" KEYSTONE F11 b OPTIONAL - KEYSTONE F11 OPTIONAL 7�3 � , R6, 2 4a " (D L3- 2 r� 2 4" GARAGE DR. OPENING 4" 4" WINDOWOPENING 4" 3,, NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 3„ 14 1 -64 14 1' 12 2'-1" 1'-4" 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54" ,'-12" 54" 3'-8" 7(v 1" 10" 1' 4" 101, (� o T OJ j� _ � � - N A CV CA i 1 N 1 O N 161�, o0 O I • MM� r 1 i.l 2 CV� O 1'-1" 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 V z a Z <L U) z V) U w r) •0 w H O ru U U om h LU �M Mcm, N U Mfg _ O O N U ��� o Q rn 02 o 0 v 0. rn Q o Al1 BID. N C H D C .. -e. N o m rn � oNo 4 ,, .uj w LV N w W e—' _o a V > L fl (n Z °_ < C' 0 z caz M ET W aN¢'-- A Li ii WWW.FDSENG.COM 00 N N N 00 O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz uj za fF > Wa�I 00 F�Bzzz J W a��ao 0 W W N W oLu o L Q z z f z a 9 F- o U 0 O UUj �J WUo to� X �. L 1 W uw xma �a0 N z l� Q � aau Q � u-O Z W Uj LLJ Ln LLJ z T..I W 88 Q Z r < z~O Z o, o 0n 0° O Lr)Z oo g =Lu J rn a cn s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO' 10 SHEET NO. F1 I d-111. I I v; I —1 -lT :. I I, I is LO x rn 0 0 0 J 00 LO 02 E 0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets 1 00A AMP 200 10 #12 copper to 20 amp ckts 01 #10-2 copper to WH 10 #10-3 copper to Dryer METER IF MAIN O /0 or 4/0 SER Alu 200 amp r 150 amp POWER CO. FEED—�j INTERSYSTEM 4 Bare Cu Ground LROUNDING BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ------------------------------------------------ GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqT DUPLEX OUTLET ABOVE COUNTER PE�W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 63 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT } FLUORESCENT LIGHT FIXTURE ID EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) H9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) TW 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T 1)OPT. CEILING FAN GE) (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" 0V Z th _ o Z° z� Q i1 U) Z V) 0 W cn 4--J W �o �V — 0 w _� ZD a C) o m C4 W 0 8 N cn M M N -cp M Z d C) O o 0 "m Q rn 0c � 0 M ¢ o tw N N Z_ LU 10 aw U) aZ" j LL n O LU'ate 7aj ° w Z p 'V �¢ o � . coti ro E U)Mco Z c� N¢M Ca LL W a a O v v O W W W ,FDSENG.COM w 0 N N N co 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z w z f F Z < ga cc w Q Uzo0 J ZB�0 .•__�� W I U � - N_ O m 10 Z O iz ZZ w J =3 G LU I — a �w oU OZ _ Oyou�.� 0 0 y , wOm Z Z J rl LLJ LUa�j2 a z o L Q Q Z ¢ p ��z r"1 00 Z Zo im 00 2 0 ¢ uj SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION N0. 10 SHEET NO. 4.0 fill!-:- - --_1.1- I7]Fi ,. _:nu 11 11 1 11 1 1 1-1 i li _ II - a it d -0 V S rn O O J CO lii C Q DD N lZ 00 ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) A Vent mt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. total SQ. SQ. FT. SQ. IN. of b Upper y pp SQ, IN. of of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 22.00000 2.000000 Floor 2002 1922 275 961 69 480 0 606.0 330.0 276.0 (Zone 1) "NOTE* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL, ROOF PLAN SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. Z co —o zN z� a U) z V)' (D �^ w �V — O"' Lu to /) ( 0 U o o CO CV F- E a m c-) — U Q (6 -0 co OO O c� I--U_ 00 0 0 in a[ rn Q o U.) a 7;ir, rn Q o B D® NN YC r N S o 10 4 ° Z W MNa�oZ w U) u5 W Q LLo W V ¢ Z N o a p o (O O r` � EM�U 2 � E ' � um N`FZf�'`/�/ .tea` W.Ft)SENI`.i.C6M i `-J FV •, 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 R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z 0 �o za Qg gF w¢�= ZOO Z W Z Z Z Z Lu �a�J 00 OV W w N L O L z0 }u > E OZ O u J = J T � gg . z ��0 1 r ' " p f J� Lr) O UO�Ii r a a fV o- wwa ohs Z Z +-� ea�rz W In a " 8 J ■--1 LLl CC F � V a O G Q Q Z � G Z �_ Rz m O 06 �� Q = RJza rn ,—1 a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION No' �J^ . O SHEET NO. 5.0 r.: :: LO d x rn O O J DO LO ~I Q 00 00 T-55" L 2'-6$" , 6'-0" TYP @ 1 STORY A U.N.O. S3 46'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VVWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN ° w -o° 2'-6" x 2'-6" x 1'-t W/ (3) #5'S E.W. T-1 H.B.+ I -M "I ■ ■ ■ ■ 1.■ ■ ■ ■ ■ . • . . . • . . . . . . . • • • • • • . . • . • . . • • • • . . . . . . . . . . .. ... • . . • • . • • . • . • . . • . • . • . • • •• I . O I " •I I in I 23'-6$" I I t 0-0 I I 11� :• OPT. D I QPT. TYP@ 1 STORY t _ —��rt l;�-31/2" SLOPE I I 04 U.N.O. T in LO A to I F- S3 ICo T —4— CJ I I °' —I— CJ ( �? °° I- - - - - -I ---ram - - -- ' - - - - - - K ■. INDICzo CONC. AGROUT FROM FT TO BEAM TES FILLED CELL w/ 3000 I ISLANCHASE D I ' BUILDER TO PROVIDE J M W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ ALL PLACES SHOWN KITCHEN ISLAND I LOW WALLS S3 APPLIANCE PROTECTION I S3 WHEN REQUIRED PER FBC I HOOKED FTG. DOWELS 5" EMBED Ic— ---� W/ 25' EXT. ABOVE SLAB "GRADE 40 I I STEEL" 25'-6" I I I I 20'-6 6-8" 4'-0" STEPS AS REQUIRED II r I I I II r III`—" I I `� I;: T-5" T-1' 5' 8" M I II L JI113 I PER FIELD I I I II F� �II�Z I : I o 2'-6" x 2'-6" x 1'-0" CONDITIONS I PROVIDE 1 Y2' RECESS ^� I II II �„ ■ , FOR SGD. REFER TO cb I I I I LL _JJI I MASON'S SLOPE FOR i�1 I I I r — — ,hW.H. \ ` K CC S3 I CC I S3 W/ 3 #5'S E.W. O co S3 r WIDTH I III D.W.111 / I ■ - I L — — _ — —CJ _L — — — —1 ■ — • o FO o LO S3 16'-11$' I 8' 64" r o d -3 jl�PROVIDE 31/2" SLOP <V T-18" 4 81 3-1/2" MIN 3000 PSI CONC. SLAB FOR 2'-6"x2-6"x1'-0" I W/ (3) #5'S E.W. Y2" x 9" C 1 _ L 00 S3 HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR ■' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OFCONC./PAVERTOBE4' MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 4'4" I ............ J f • :: �T� o� A 10 01: 17'-5$ 36'-6$' TYP @ 1 2'-6"x2-6"x1'-0" I STORY U.N.O. Cl) W/ (3) #5'S E.W. CJ AH — — — —; • 'CJ - •-� — N CJ —CJ I ; —I I ..... ........ I :■ 10'-108" o HVAC CHASE ...' . '. '. '. '.: I .. ......III Cl) BASED ON LOCATION t / r If N 0'-01, ■ 17-2g11 2'-9" 2,_8" 2'-115' 11 I ' L J1 I L „. Ilt T-50" I 2' TYP @ 1 STORY A U.N.O. S3 3'-2s' �. 2 -98 1. 6'-0" L 6 -4„ FOUNDATION PLAN SCALE: ,"_„o. CONTROL JOINT DETAIL SCALE. 3/4 = 1-0 ,;� ; ' • .V" #5 CONTINUOUS .: • '� REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER �'- �' BAR ONE FOR EA. • ' ' ' HORIZ. REBAR, TYP. ' U.N.O. **Alternate: 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" (D v z_M 0 zC) z a U) z w �U — OLU CD m N _v k- S t6 .O M _ O o "o s L` coo O Y o Qrn to 0 o -CL M ¢ o Al I B D® N We � wysa r N N O M v W H S :2 Z `W PN� z — !� LL � , I , • N W a W V Q 2 ZQ -S`��S o ~ N EIUL W°�sft«�I¢�,Q J�U� i � w� QO► e",wvSt� !� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com ooz uj za w< a. M �z00 z- LU 2 O Z z E .2J a ua O r0 o VwzrO m V L Lu z z p_ 2:z Ce C O _ f -- o 0 p �w J � Lou�z °r �n O '^ L / V O r a "o¢ Oar7=1 Z<Z< Q 8F�o Z Z '� �Dx w LU J L!) W < L � BYO LU Q ¢ a F" r-I Q Z r 0 Od Q z 00 L Z � p�� z 0 Lh O m O , 0o Z g W = tn a z rn ,--I a to 0 SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. ^ . O �,J SHEET NO. 6.0 (2) (2) A ALO CMU6) 6" OSB @ 7'-0" �17 O CO. vAL CORNER COR c °o v Z rn 0 0 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 0000 00 LO 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. m BEARING U.N.O. LOLO a c a� STRUCTURAL rn g SHEATHING 7/16" MIN. J 1 NAILED W/ 8d COMMONS 5 @3"O.C.@ EDGE&6" 00 O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM SEE 3/S5 FOR LO STANDARD 00 GABLE END C'3 FRAMING o Q W Fes- 0 (2) (2) N A A + 0 o + + O 9 2X TOP PLATE TO 09 GABLE END W/ 16d a NAILS @ 6" O.C. + + J2X4 STUDS @ 24" O.C. + y W/ SINGLE BASE & TOP PLATE W/ PLYWOOD o SHEATHING COVERING U 0 0 I rGE15 FALSE BEAM GABLE END .o a SCALE: /4" _ ' a N ROOF FRAMING PLAN Cn W SCALE: 14"=1'-0" A S U CJ3 CJ5 EJ7 I I EJ7 I EJ7 EJ7 ' EJ7 USP HD410F w/ ((10 10d NAILS 3/16" TAPCON5 T�P. BEAM TO ( (2) 2x12 #2 SYP WD. BM. w1711 EJ7 FLITCH PLATE. BOTT. OF BM 18 FG1 D1 TYP. BM T I GE1 I ; W W m m m m m co m U U���CJ1 W CJ5V EJ7V (2 X Q Q :: Q :::: Q Q :::: M Q O :::'. r i Q t t I I t I / -- ::: Q f- Q (2) X I I EJ7V EJ7V EJ7V EJ7V EJ7V o EJ7VA �' EJ7VA Q ::: Q :::: Q O ' EJ7VA EJ7V Q r Q M Q rUr� Q EJ7 Q EJ7 EJ7 CJ5 CJ3 U U J U UPLIFT CONNECTION CROSS-REFERENCE 7/31/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1 /2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518" ANCH. / 18 10tlx1-112 HTT4 2715 5/8" ANCH. 12D 10tlx1-112 J HTT5 4350 3740 5/8" ANCH.1 26 tOdxi-112" HTTS 3225 5/8"ANCH.1(28)10dx1.112 K HD36 * 31 0 0 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4 05 78 5/8"ANCH. 3/4"STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M D7B * 6 45 5650 718"ANCH. 3/4" STUD BOLT TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" FZ MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" 5 MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T' MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1l2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W! SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3"WEDGE BOLTS ,.X., HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d H P2 645 555 12-10d X 1 1/2" * MINIMUM 3"MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REO'D ON ROOF PITCHES 3/12 &LOWER. LOADS -- ROOF = L / 360 FLOOR = L ! 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2 0 Z M _ o z� Z aC a U) z Cn C.9 S.LJ �V — o w r i� 0] 00 tR 00 Cn E 0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 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 / . O Safe vertical load Safe horizontal load —\ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS wbm 9 Nimin 8F441B/1T81`401B/1T 8RF40oB/1T 8F321B/1T FORM do GROUT SOLID } . -1 O W �U O #5 BAR CONT. 8F 12-1 B/1 T "V" LINTEL DETAIL SCALE = N.T.S. F E F TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = J C7 Q W 81- 16- B/1 T Q QJQ Z W Z io tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL ° HEIGHT MATERIALS cTf` precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl 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. #SREBARATTOP ALTERNATE POWERS MIN. (1) REQ'D a e 1/2 STEEL LINTEL CLEAR O e 4 .M.U. #5 REBAR AT TOP A- e MIN. (1) REQ'D Q 1-1/2" CLEAR C GROUT L� o D O e e a <. e N 4 5 REBAR AT = c~n w a ° BOTTOM OF �' Z W w W 0 "*—BOTTOM LINTEL CAVITY rp !^` O�UOr' `�'L REINFORCING W¢ ¢ C7 Ch cr 7-5/8"ACTUAL PROVIDED IN LINTEL Z LL W n Z` O � 2 D D VOMINAL WIDTH (VARIES) <n uii Ir a Q Q o 0 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) REBAR AT E INDICATED 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 O 4'-0" LL '-8" LL O 5'-10" LL W JL 1][Mal 0"Klk SCALE: %4"=V-0" (D V Z co 0 — o z� Q a Z (D ^(n' 4--)w �o •U — O w U or- coN ~ N-0 M co Z a� U O o ILL co Q rn t o� co U.)av M Q o B D® NC N N .w O N Z W NCSz z °' U) F— a w LU — g, r a Ck W V a L f Z 0 a��~� Z m o O m 4UM LY 1*01Q4gg, 9Z 4��tit�'V `� ` FDS&G. S .IL 26 12 r CJ_ ' ESS1p� 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 w za f- uJ < U ZO�-'Q�Q p w Z �OJW Co oL� L zZ > u Zz s� Q � CL -� o �., � uJ ,� 8�z se O Qg0 U iz m a w / ` Sa0< Z a WW Z aaf� S0� Z ^ ri � =) Z W Ln W < uJ Oz _! 7-4Lj Q u u'oQa 2 FI F- k Q Q Z Z t boLO o 0 Ln 06 Z :5= a f SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO° 10 0 SHEET NO. 8.0 r III 11�1iRl---------n iin 1 01 � i i 0 0 02 ;;� 0 J 00 X) �I 4 00 NOTE: BORATE/ SENTRA CON SYSTEM APPL IED 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 TREATEDWOOD 00 ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. 'FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 I 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 INSECTION R 0 4.2 ITEM IN WALLS 3 8, 3, W L S PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE; DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2 1.2. T UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2,2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3. 4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.11. 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 X. GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16 " STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O, 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4. 6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 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'J' 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= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", 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/sprinklers stems including all risers and within spray heads shall not be installed 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, forms. forms etc., shall be made with permanent metal or plastic Permanent must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-Re- C ncrete ouerpo r and mortar along the foundation perimeter must be removed be?ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy 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. 11, 1 1 t 1. 1,i EJU -_, i ITT FI WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B 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. CD V Z M _ o z c�Q0y Z aC a cn W ca � U - LU (DoC =3 H �N � o m W a' CNM M N M U S ai RIPm :O O o N �"oo U iE�10Y 3 N Y t\ Q rn v av M Q d A ® B D N B D C - N N m o O h N o0 Z W U W Nam. w i E O iY W V Z Z 0 T .c LLQ �c W N Q M A �� o r .., '•., �, o ,�. . ".. �Dr,ESS10�4 `��`�• 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 200 1 Tampa, FL 33607 www.LennarTampa.com 00 �a �f fr w< �zo0 zUj< �0Wz - 2 J Lu E �Woi" O �� N uj FLo L LU L- 1- ZO rU Z Z Q o a J ZD IlJ ULu�./ ,--i U - 0o 0 J Er a6 Eo"n P- UPM2 O a N � Cn Z<o< wZa Q E MME z Z •-� 2o-o 3 t � W J Lf) Ln LLJ W =0u TO O z & 00 . RoLnS m 00 Z :5 U M O 3: rn ,--1 a U0 o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 3 ■ C SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE �, w 15/32" CDX a PLYWOOD OR 7/16" OSB 1 -4- J- F 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. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _lumber Double 2 x _ lumber FILL CELL— STD. 90' HOOK r— BOND BEAM w STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR ��❑ IN #5 CONT. FROM ❑�� NDATION ❑ TOUHIG EST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max ) gap • � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., cliched when possible. Stagger rows from opposite required when indicated or 4" max. - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING%" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls a, o require additional wall or beam below.* consideration. Check N local building code for appropriate / One 10d box details in4�_or=20 r- areas=20 of high sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H47 m Lr' CORNER OF HOME GARAGE SIDE ofJ L0 t[_ a oo co coI n: 00 H C G O O O 0. 5'-0" ¢ _ c� CD STUB -OUT FOR 1 �o o GAS METER O o - V 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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1U-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap Boise Joist Blocking Use 3" (10d) nails at 6" o.c. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall ortz Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 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 1 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 MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 13/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET �/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Odnails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) El 6„ Al ROUND HOLE MAY 6,� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 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 1Y" 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.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM a �. SEE PLAN FOR °• a . • a . FOUNDATION INFO ° d' 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 I 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 stiffness Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist o `depth I -JOISTS BUCKETS N.T.S. GRADF REINF. SEE PLAN H[l, UMMOC 4 rvt✓ 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. JOA LOCATION OF SECOND H10A SIMPSON (WHEN w/ (18) 10d REQUIRED) NAILS UPLIFT= 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENETERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION -4a G a c �rl= I A E a' rm, J_L_ SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE V d •' O4 d z SEE FND. PLN. SIZE & REINF. In PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d a' a c d ° as G —1 Il�i a ° ° I_�1-1 I I — 'I -II tl a SEE FND. PLN. SIZE & REINF. C9 �_ Z M _ o z° z� <C cL 0 (n z V c w a)n (D M o .O w ' h C 12 � E v ' ~ N M o^ m w pNpM N D milt- U _�? �i co Ooo L LL 00 I U � C0 o dCD M CS �g i Q o Al B D.1 \7/- 1_*1 / N O 4t N Z 111— z U) �� � Q NLL�.5 � W V _'- s § 10 Z 3 ° ° t �w —O¢a N toWL W siF o. OL�f-'• SE zz - rJ Lt! 00 c> �O'-ESSCOP��A 'fill I I111%%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. L NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z w w<WM U400 Z UJ z §WZ LU a J Co o � o V u- ��O �. LLIJ g Z > ,o XZ O - u, U = `� UJ 9 8 P_ 0 F Q-2� U L(w' / K Q E J tV � T"I Cn ° w ru a Q<Lmu:rr Z Z ,�o�o Lr Q Z 6 <z OOf� z =z� ao co rn 00 Q J = a ,-•I fS- cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 10 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 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID J 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 161 TOENAILS T & B FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (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 , p (2) LAYERS TYPE I OR TYPE II VA LIZ,) (#15 OR #30) UNDERLAYMENT -) I I -I I 1=1I1=) m ° ° ° =I I —III —I I- 9 FOR ROOF PITCH 4 12 OR LESS 1-1 11=I I ' �I I �I I 11=1 0 • PRE ENGINEERED WOOD I —I I !�,,E, I I , i I I (_1 ° =� TRUSS @ 24" O.C. U.N.O. I -I I I HURRICANE ANCHOR @ EACH =I I I �LJI II=I 1=I I I �I TRUSS (SEE UPLIFT SCHED.) W/ 8 - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0' S3 FOR ADDITIONAL SLAB ELEV. VARIES INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 9N..O. 2x SUB FASCIA EE SOFFIT 7PF -IV)- 7PF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" 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" D.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"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 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. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE _:IF "---M ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 J° ° a ° WWF OR FIBERMESH WWF OR FIBERMESH d ° a ° a ELEV. 4-3 1/2" Z 31/2" MIN. 31/2"MIN. A.F.F. p _ _ _ _ ° d d d _ ° ° d ° 2x4 CONT. d ° a p p ° II (�I II �3 "(rr►in.)- 4" - D p p . i _ _ _ 11=1I 31/2' (min.)- 4 c" - - - p -I -I I -I I - -r — - -- 111- ' CD d 3 1/2"(min. - 4" I I -III I I I I Imo' 31/2"(min.) - 4°i- GARAGE DEPTH VARIES ° _ 14 ° - M 4, 4(2) #5 CONT-I I-II11 II4I I I �I I I ,I I=II 1 (2) #5 CONT. 1-8 , 11 4 -4 8 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEPrc C SCALE: 3/4"=V-0" S.; "SHEAR WALL" SCALE: 3/4"=V-0" ill S3 SCALE. 3/4 1 0 S3 S0 SEGU ecs' 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C leooxo\a 5 SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. (1) ROW 2x BLOCKING @ MID HGT, FOR WALL GT 8' 6" 2 EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT r' NOTE: H ' ` ' ( ) 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION GYP. WB (MIN.) SEE CC/S3 OR G/S3 FOR ANCHOR N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL .GARAGE SIMPSON SP1 w/ SIDE IF APPLICABLE. SIDE �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 W/ 7"EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD-71 CE ANCHOR 3500#, MIN. TENSION 2600#) .g SIMPSON SP1 6 1/4"x31/4" TAPCONS () SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING " BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 E N ARCHITECTURAL w/ (10)10d NAILS TYP. - r 2x P.T. PLATE FIBERMESH 1 WEEP SCREED INSTALLED PER MFR INSTRUCTIONS BAR a w w END OF 2 p PLATE WWF OR FIBERMESH •- v " , FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 1x2 PT WD FURRING 24" O.C.-/ ' = GRADE �„ �_ ° ' ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a m ' ° u. _ _T, o @ r- L- ° 'D - GRADE 60 MIN. Fy= 60ksi] -I 11=11 I (� I I �I 1- _, ( MONO OR STEMWALL FINISH GRADE c0 2 [ a C 1) #5 VERT. IN FILL C0 — — — 25" MIN. LAP [30" MIN. LAP] ¢ � 1/2" GYPSUM WALLBOARD ° —, i CELLS (SEE FOOTING MONO SHOWN - LU w rn FOUNDATION PLAN FOR CLARITY ° _ _ _ _ _ °" 6 MIL VAPOR BARRIER TI I 1 e. ° I SI —I R 1 7/8" U' o FOR LOCATIONS I=) I I=III=III=III=III= I I I T _, N z T #5 REINFORCING BAR o o P ° _ _ _ 1x4 P.T. BASE NAILER ° III=III-III=III-III-III- Z I I I �I I ���II I I i li IT ,- #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION D o° _ ___-__ I I • I I �� NOTE: I e. I �,I�I .-�I k1 � 3 1/4 BASEBOARD PORT AT EACH g ° III —III —III —III- - N COMP. SOIL. (COMPACTED TO -I I *FOR BEARING WALL —) —I I— I —I I —I I= *- FILLED CELL TYPICAL _ _ _ _ _ _ 95% MODIFIED PROCTOR ASTM o MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR W/ UPLIFT ONLY III= I=III=III=1 I—) I— — —III—III—III— —III-1(— I- i I D1557) 0, MIN PSI MAY VARY PER cn =1 -1 -1 IIII-I I I -I 1 I-11 I -I I —ill— 11 I =1 I I=I I I=I I I=1' 4" 1'4" MUNICIPALITY, 1 TO CUT BLOCK OR POUR CURB DUE TO SLOPE CONCRETE SLAB W/6X6 W/—NOTE: EXTEND W1 4XW1 4 WWF OR FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING = m r; "FIBERMESH" FINISH 4" to 6" BELOW GRADE „_ ,_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 ` SLAB INFORMATION. ER Cl) I 00 Z �Ah 6x6W1.4xW1.4 CD 3 1/2" WWF OR FIBERMESH 0 6 MIBARRIOER � ' 'r min.) 4"--,a o 4 • c.t a °— - �t GRADE o COMP. SOIL. — 00— — — — — o • — — — — — (COMPACTED TO 95% — 1 _�-� — - - — _ — — — _ _ —_ =_ r' "' ' ' (1) #5 REBAR w/ OPT. 00 LO MODIFIED PROCTOR ' =I I T I I— __ I I=I I II-S,Cr�2ER ENCLOSURE no -1 ASTM D1557) 3" MIN. CLR. ,, - I_ll l( i (2) #5 REBAR CONT. Ii i ON 3" CHAIRS TYP. 4" 1'4" STD. 90 NOOK (SEE 4T MIN. U.N.O. DETAIL) i = TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L � SCALE: 3/4" =1'-0" S3 SCALE:3/4"=T-0" S3 N o OPT: DEPRESS SLAB 5 %" '— DEEP AND 6" BEYOND -T--�,—�- DOOR TO RECEIVE BLOCK WALL BEYOND = IPAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS z � M 0 4 00 a II SEE A/S3 OR J/S6 ao FOR REINF. INFO. 3" MIN. CLEARANCE CN 1' " (1 STORY) I V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 W � SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV M 171) FiL r l k r SEE A/S3 OR J/S6 -I _, i I II I , , , 1, I LIF FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 J CONT. BEAD SEALANT ° . ¢ INTERIOR ° d ° -3 1/2" d c CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB - ad ° 60 C 11= rl-1 M 6 MIL VAPOR BARRIER II LL t'i =III —III -I 11=1 I -I I -III -I 11=1 I I- =AllII-11,111 ,1-v II' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 ON CHAIRS 36" MIN. LAP (36" MIN. LAP] P3" 8„ 1,4„ 8„ (TY10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 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 r 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M ryN ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN— TOP OF BEAM ` I—j—III, (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL — = —° a ' ° ° --T — — 111 BEAM SIZE & — I °i _ I U CONNECTION INFO M I • _ •` IE i 2x4 #2 SYP P.T. FRAMING w/ I =III , (� 1,=rI I1(1-1 , MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �tr— 8„ z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE i SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION oUj J w � ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2 GYPSUM WALLBOARD U.N.O. W/ DR SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -� END TO FOUNDATION CELLS PAD _ INSULATION PER CHART ON FLOOR PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN CONT. FOOTING STEEL MAT REINFORCING. `--" ' M CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 c� WWF OR FIBERMESH TCl) w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 00 z z tom- w o-1 LU p o `� _ GRADE d - — — — a a _ = ° AS I —I == —I I —I v .I I=1 ! �' • °• — — — — z a ° 0'-0-COMMUNITY SPECS 4 . -i t-�_FOOTING ill ■■■�■I■s.■■■� • ' PAD REINFORCEMEN 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC, PAD INFO. SEE SCHEDULE PATIOTAPERED COLUMN FRAMING /"C'D12 COLUMN L2 Z M _ o z�z E3 z V) C9 0 Q) U, +-j W M o •V — OW �- = t- 23 o Cl) Cu U m V cli W N C', 01 M M wi O o0 LL 00 CJ L Y -00 o C',r•�, Y ^. ¢iT � �Q 0 ¢ d AI N C B D C N � y o FQ Z 1— z = i /—y LL W _ _6 a W ♦♦,� a V y Z o tQ LL4.0 W aN A�- Q ¢ D ca Ptp/// :..`may � . C • ��� • ��a ✓"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, 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 uj vl f U < z O Q zw< �oZZ w � 2 2:J 0 oIL va J " Uo J Q Zo U � \ > 51 x Z z Q 06 O OO'0 _ ~J Q Q �Uj ooz �r L r) Z M n N rq LL z < � Z 80 z ' { �S Jr-1 cIc.1.j W = F z Q Q < 1 Q � z � ag Z m O pp z W 0 z < w 0- U0 o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 10 O SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) — 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/81, 8" 7 5/81, 8" SOLID AREAS ARE ❑ 7 5/81, 8" TONEAILS SPACED ❑ STEEL AND GROUT ❑ ❑ DOUBLE 2x TOP EXTERIOR FACE OF BLOCK PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. Sl� 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @MID IF 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/ 00)10d -1 NAILS AT EACH STUD / of 2x P.T. PLATE r` r'� 1 5/8" x 10" "J" BOLT na 24" O/C MAX / n1 W/ 8" EMBEDMENT cc 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.LO —� AND FILLED SOLID W/GROUT M_ 1 #5 VERT. IN CONC. FILLED CELL W/ o, STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. v x 0 J 0 00 LO �Ia MOUNTING BASE NOT SHOWN rn FOR CLARITY SEE DETAIL E K/S4 = SEAT FOR BLOCK IS POURED, c IN PLACE CONCRETE J GARAGE FLOOR SLAB TROWEL FINISH SEE 10 GENERAL NOTES SLOPE FORWARD\ N w a FOR DRAINAGE —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ®IWAM \—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER CL TO DRAIN TO OPENING DOOR OPENING ❑ ❑❑ EXTERIOR WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. Sq ❑ ❑ 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK Wi (1) #5 FOR CONCRETE PLACEMENT a a a a 6 a a d a a 811 STD. WHOOK g 1 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: 1D FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO 1/2"X91/2"PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE xMSEEM ;z w T 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR----- GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR �t TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a a e a BOTTOM OFaMOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sF�A<po� N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x ---- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6P. J-BOLT TRACK BRACKET I -OP 3 3ARAGE 100R -WWII 111/lV I\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V- 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 t—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. OD SIMPSON HTT4 TYP. Op �R 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. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = _ _ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOFTRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O, BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U �Z d 2x TOP PLATE T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/SEE AIS3 FOR—\S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED �10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP 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 SIMPSON �7 C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 --I a TRANSOM FRAMING SEE SECTION AA/Si AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 —I NAILED INTO TRANSOM FRAMING INTO TRANSOM FRAMING SIMPSON RECESS SP4 LINTEL Q SIMPSON SP1 SIMPSC SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P,T. BOTTOM P TE 11 I" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 CT" SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 BEARING WOOD FRAME WALL ,J 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (i8)10d NAILS (3610# SPF) DTT2Z wl (8)1/4" x 1 112"SDS (1835#SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • ° o • HDU2-SDS2.5 wl (6)1/4" x 21/2"SDS (2215# SPF) • HDU4-SDS2.5 wl (10)1l4" x 2112" SDS (3285# SPF) • HDUS-SDS2,5 w/ (14)1/4" x 2112"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 w/ WASHER &NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS !4� ROOF TRUSS ABOVE 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10 d/'� 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. c� ..� 4 ,. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED �10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP 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 SIMPSON �7 C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 --I a TRANSOM FRAMING SEE SECTION AA/Si AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 —I NAILED INTO TRANSOM FRAMING INTO TRANSOM FRAMING SIMPSON RECESS SP4 LINTEL Q SIMPSON SP1 SIMPSC SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P,T. BOTTOM P TE 11 I" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 CT" SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 BEARING WOOD FRAME WALL ,J 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (i8)10d NAILS (3610# SPF) DTT2Z wl (8)1/4" x 1 112"SDS (1835#SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • ° o • HDU2-SDS2.5 wl (6)1/4" x 21/2"SDS (2215# SPF) • HDU4-SDS2.5 wl (10)1l4" x 2112" SDS (3285# SPF) • HDUS-SDS2,5 w/ (14)1/4" x 2112"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 w/ WASHER &NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS !4� ROOF TRUSS ABOVE 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10 d/'� 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. c� ..� 4 ,. CD V z M O Q0 z� z 4 V) U Q) <;, w • � ff F- U o m W oE ~ a) CD C cc co co U MINco = qj N O O CD U N � Y = " co O Y o dC o 0 gv M Q d B D. N C H D C N � O [07 U)Z NJ w z J O W �I1 0 w V Q� Oa A E Z WLW W a N��MNj A W W SE SE cc ,-; Q� r 7 W - FLO .,• 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. AM, 001h 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 w 4 Y cr Uoo z z a� Szz a Ili � Lu ". 2: J yo.o� o 'E o U wu cV 20Lo L' z o U / �1 a LL 57 (v ^ �i. � -d Z z J w U U) J 09 9poo J �ma '�^ T z�zz w 4 n ¢aLu ge g�£2 z W Lr) LU J -I Lij 5" Q Q z 298 P�uJ� w oC z rl O z RLA oo Cal 06 W _ �z ¢� r-+ a U0 o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MIAMES VERSION NO. 1 0 SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. TOP CHORD @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER BLOCKING FOR SHEATHING DETAIL FIRST FOUR BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CROSS BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ $'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE x 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 H2.5Aw/ (10) 8d 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 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS / 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" rT EMBEDMENT IN KO BLOCK GABLE WEB SECTION rT� 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 SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J N SEE STRUCTURAL ON SHEET S5 FOR r X-BRACING, AND TOP r co M NOTES AND NAILING N SCHEDULE FOR CHORD BLOCKING 00 00 INFORMATION SHEATHING DETAIL `° 2"x4" CROSS BRACE WOOD TRUSSES 80 - APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 2x4 PANEL BLOCKING ATTACHED W/ 2 -16d L11 AT EA. TRUSS JOINT @ 48" O/C FOR THE (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 0/C w/ (2) 16d (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 & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH I SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6) 10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE 2x4 OUTLOOKER @ 24" FOR SHEATHING DETAIL TOP CORD BLOCKING O.C. (OPTIONAL - SEE FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE „ W 2 16 TOENAILS 2x4 CROSS BRACE APPROX. 8" 2x4 CROSS BRACE APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2)16d NAILS END TYP. TOP & BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING / () d O.C. FOR THE FIRST (4) -LIK ROWS OF TRUSSES FROM 2 4'7" ON TOP OF PANEL SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2X4'IT" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C x SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 16d TOENAILS 2x4 LEDGER MATCH BOTTOM NAILS AT EACH STUD ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION LL SECTION 4 SCALE: N.T.S. S5 SCALE: N.T,S. S5 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 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 L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION, 0 00 I i MINIMUM 2x CROSS BRACING m (SEE PLAN FOR P11 LOCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 00 to CROSS BRACING DETAIL I SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1Odx3" O/C @J 2"x TOENAIL 6" O/C RU W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS o � "L" BRACE W/ 10d @ 4" O.C. .1 12 (SEE SCHEDULE FOR SIZE o AND LOCATION) 6.9 MAX. 5 Cn °' 0 S5 c J OJ LZ i U 5 6 S5 0 li CONT. BEARING GABLE END BRACING DETAIL SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. CJ'CJ S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" 0/C (TYP) BRACING w/ (3)10d x 3" AT \- • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" BOND BEAM TITEN TO CMU P, MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0" - 6'4" 6-0" & GREATER SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4„xi 1/2" SDS ^ ^ -VVIV 1 . DG/1rSi1Vl7 GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 9� 0 2 9c� CORNERJACK U � W Nz LL O HIP FRAMING REFERENCE PLAN 0 z W a 2x4 BLOCKING 2x4 "T" BLOCKING @ 481 O.C. 16d NAIL L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2X4 'IT" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.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" IIL" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. dLU ----p ----W - - --- - - 0 1 v a �r z o W 4 Q o 0 v o ' 9WeJ W o o X � _ c o o NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) IT" 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 a /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION z M - o z toz Q u, 4--J W M o •p W rt- o U In CO m W o� N co 17) _ 0) U O_00 t J. Q Ir O co ti In g �Q o I D®c N N 10 .w O M �/. SMC2 Z W z U) � 5 I= w , W .; - a w — �mLLo a W Z HI! zo Z a0�� s W N Q M L� Q J ° �'\0\W90mffj9 F °V.p.•°°..,, �; E� .� �Q) W E O •°• S S ka�i`z�� f/allEEi 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. LENR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 0 �x f5 �Zgo z�Z o Z LU ce UJ <L N F�o L �/'� z O �z > VJ g� z Q N3 a. W -0 0 a Wj O = �� z _ ooz {t o z' Ln Q Lu N � %2g LL_z z aaL z z W ri L0 W �ar� � �, azo J ,�L]j a 0a ,-� Q Z i Y z 00 z z p y ❑ go m ° 06 :5 W X <Z ` o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 10 0 SHEET NO. S5 00 N M Lou 7a 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 ( 1/2" DRYWALL DOOR JAMB REFER*!t"! 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB REFER ( P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 PROPER INSTALLATION MAX. 8" DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS` 1 X 4 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 FURRING 3116" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6 O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"� TAPCONS (TYP,) TAPCON. INTO TAPCONS STAGGEREDElX8 STAGGERED @ 16" 2X8 ` ' BLOCK@ SPACING „ 1DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 2x BAND JOIST WI FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL MASONRY THROUGH 3 �� DETAIL STD. 90^ ` �� STD. 90 HOOK (TYP.) BTTMCHORD,A @ 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLSS6 HOOK (TYP.) FACE 10d U VERT. NAILS @TR MOM WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PATE 1X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2' DRYWALL AP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO SHT. SDW2-K1 2"EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TO SHT. SDW2-K1 CONN. DETAIL ` BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILSIVA7 1 X 4 10d @ 12 O.C. J FURRING — 2X8 P.T. WITH 3116"0 X 3" ' +2" NOTC F� @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS LONG TAPCONS ` 2x P,T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. L INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5A NOTCH WEB ATE ' FIR T 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX a souow/GROUT Z-0" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8" 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 7BKG 2 x 8 BRACE/. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BEAMOR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HN O,S.B. FORBOND POLY IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FORSCRIBE FURTHER wsTRucrloNFACE (NOTCH) TO FIT ARCH (4)NAILS INTO 2 x 8 OF ARCH W/ (3)10d NAILSOVERRANBACKSIDE AT EA. END RETROFIT TRUSS DETAIL ° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. a� INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'Y2" WOOD ) () * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (NAILS ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ x°�F RygN TO TRUSS OP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + �FyOT 1-��� 5r_On SCALE: N.T.S. SS 12 + + y PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + + BLOCKING AS ° INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN, B_B ROOF SHEATHING ATTACHED + REQUIRED p 1/4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° ° P.. #5 BAR 2'-0" 8" TRUSS + + SOFFIT ip >' 10„ q D CENTERED W/ ° � BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + 9 H a ° - 'o IN TOP 1 X 4 FURRING BLKG. &BUCK 1 1 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP r m s EACH TRUSS n ° o ' KNOCKOUT / �+ ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2)10d ( NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x . . s� s CONNECTOR �® MONO FOOTING - .a a ° .°. VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE CONT. W/ (3) 12d NAILS SEE LINTEL _ 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. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 9(f HOOK iv #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG �� FILLED CELL, - °, � ' � ' ' ' � ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC� SCREWS @ 16" O.C. MAX. OR IF MASONRY -(MAX. 4'-0") ' . , ` ., . . _ , ` ., It _ ., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW 4 MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" • , THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 314"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4".EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER g _0' F.F. EPDXY MIN. 6" EMBEDMENT & ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3' MIN. EDGE DISTANCE v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° o o P LU a A REINFORCING AS FOLLOWS: * i,:. :::;`::;'_ < SEALANT — — — — — T ¢ N 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. � �' I I k��T � p� o _ _ —� F f- g � 0 #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W! P ° I —� _ EXISTING FOOTING 2 #5x6' IN CONC. VER PAN CO EL REINFORCING WITH UPPER R HALF OF MORTAR BED AND TROWEL REINFORCING PANEL _ cn N FILLED CELL SMOOTH. DO NO FURROW. "` ° .; — , P = r� DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOTT(T= GRADE o. o —i rr- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p n \ \ O G SET SUCCEEDING COURSE OF BLOCKS.° SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE cv R REMAIN FREE OF MORTAR. NOTE: z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g • o I TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT fl ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. r�La z — o E3 cn C9 u, (10 0 w `+ '® U 0 CO 0 C> m e U Q Q]c7 M ` 'dOM O CO O LL 00 O ¢ O) co 0. C] L. Q v rn < o Al '�v N N t7 N5c�� Z W c�i C.5 w Z �� Quo_ w a� °~w W �aLLa a QW V �Nmit 1 Z Z W E ��- LL N¢ W a Q O U UEl 0 w c \�\\�`,,``,� W '' ••� F L 0� • w Q F O E S 51 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 w¢zof U.400 0 z �.2 LU C O U L u N M � 0 L on Z2o ' Ov �� LU = T� J 9Oo Y o Ln Lu L ^ / W UAW.¢ � cV rl 0 z¢za QaE� z Lu Q Q Z w O ¢z r-i z t moo$ rr, Ln 06 Z g = J(n ,--I a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. SS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) K PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS HIP G.T (2) 2x8 #2 SYP 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 7Ma-.Iw U (2) 12D NAILS —' AT 12" O.C. MAX Yv,e--Ivu� LP1Vrr vYL-U BEAM @RAISED ENTRY CROSS BRACING DETAIL (TYP.) 1 HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL 0 ENTRY FRONT WALL r6 SCALE:NTS SCALE:NTS SCALE: SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME 1P RADIUS AS REQUIRED TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE MAY BE NAILED 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 wl (12) 10d NAILS SIMPSON HUC410 w/ (14) jSEE L. FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF �� CENTERED AT HEADER INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLOCKING NAILED @ Old TOP & BOTTOM SPLIT TO TIE 16d INTO SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ 3 12d NAILS () OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x7 T7/16" SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE EVERY 3rd FOR COLUMN SIZE &ADDITIONAL INFO. INDICATED ON BM. SCHEDULE/PLAN 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FORT LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BAS SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A INDICATED N BM. OPTION B CONNECTION INFO OPTION C O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" S E/P 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON H2.5A 8d NAILS COMMON B M TO POST ATTACHMENTrA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Tg AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4"=1'-0" 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A A 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF EAM MAX &EACH END ALTERNATE DIRECTION TYP. 1 A CHORD AT ALL HAND FRAMED AREAS TYP. _ ___M.-I E 0 a 00 IM M L—WOOD TRUSS —/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE:NTS DIAGONAL - AT 8'-0" MAX WOOD TRUSS 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES _ ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SPF TOP FOR CONNECTION INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE r 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE:NTS SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE VS5 FOR ADDITIONAL OUTLOOKER INFO. lC] TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE r— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d 7—PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 w/ (8)16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) 1/2" X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLEL SEE 2/D2 FOR BLOCKING INFO) It EACH SIDE OF G.T. INSTALL (4) LAG SCREWS EACH SIDE) MASONRY WALL (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/� Z- (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS 11 1 rz CD Z M _ o z z Q t� z a---J w �V — 0 L E (V) v U g M O r- Co INw E I_ 8 M e m M Z N U °rn C) N 0 ra u' co Y o Q O Y n N o- o rn LO �v �Qo B D® N �O M CN.z UV w z° Z W "' In W N� 9 a w LU V y��o a O v rn In Z o 42 N @ o 64 0 N ' ¢ W tlll1111f tlf U ElG.CGM AV Lei ,. •! O P E S S 1 O N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.Lennaffampa.com z za Y ¢ as F- w x oL.) 0 oQ�0 �zjz Z uj O J �«o u 8 /h Vz W N M� L 0 z z �z � U Q. z Q a. W -0 z O �./ 06 § U = J oRa se xi o Q P Slms Wog ZaZ< (V 1 wa u_ Z w LA w �s J ri W a ¢ z vrr-v 8 Lu o wQz ,-i oLA c� m rnn zQ Uj < w T -I a Ln 0 SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 10 O SHEET NO. D1 - - -- - - -ill i - I FF —1-T— I I T T �I Q DO 2 DO 0 N WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER JE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING 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 �LR1L�lF� SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED OR EQUAL WEATHER PROOF CAULKING SEE DETAIL W OW SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK v SELF-ADHER J IY.IIY O SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH ,HERED FLASHING 1 2 4 5 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 O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ■ MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) ME a 00 ®RN SELF -ADHERED FLASHING INSIDE CORNER �Ground� SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING •FOUNDATION WEEP SCREED DECK JOIST OUTSIDE CORNER ET I • Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.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 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 NOT USED ■ NOT USED ■ NOT USED ■ 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 i U Zo - o Z N Z� J N +--� w (10 M -V - Ow ~- U I� m W E � - 8 mN N M cm Cl) [2-0M _ O O C, _ 0 to 01- 10��11 = � co 00 0 Qm Via: rn Q o A1 BID. x­eDC N 1O L M m W Z W �Mmz � z �..� ii a 'o .� `Uj w W a "T. a V .4Z w Z OW o v cQ rn � C4 Z O = TSQ o � N � m to c. d UM Z W O v v O WWW.FDSENG.COM ❑ 0 CV CV CV 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com So Lo Lu <F U H M Z Lu Z QZ� O W Z C/) Wo� J 0 U O L I- o YU r ; n LJ 0 z G ll:e � Z LL =3 0) d. O ~ -"0 o < v \ / JQ W U CL Cc w w 9 µc!I 0 0 F YP F �' 01 L Ln Q Ln Vo�Q Sao v J ■ . J Z a Z w Q �- g � 0 Z Z r-a �o�o it (3 ow � U.J J LnLij0 T'I UJ 5" 5" Q <wLL� V)i� �U Q 00 Q Z Z Paz =Zo z �o 00 O M� w 4 J W Z J Z a 17711 ,--+ a Un s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. J^ . O SHEET NO. WP [I= ii SIMPSON .Strong -Tie 111111111111121 March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Tasting and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method tar Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 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. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the -201.51-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 1-Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronatie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. /6P4 Keith Cullum, P.E., LEED AP dwdBDW Engineer, Southeast U.S. Branch Page 1 of 1 S'enpson Strong.Tie Company Inc. 2221 CountryLana McKinney, TX.75069 Phone: 972,542,0326 Fax 972.542.4139 wow. stiunatie-ni v. rf �531�^"h it ;S�`.�.,� X _t- .i- i�� . -��..:. +s^v "' � q� _'�3'r a-k,.«s �t 5-„ . G...- :< :':F i r k:.µ'„i 3 e ...._1, _s,��'..i5. �-a•yF,: u- '�3' aW' �".-'u. &,�--a`'� '�:... .-.,.5:'�'� .:i•�`:.,. _ „y.xe. �, rp� �. . Y � .��.}+a af..:�J -`�s� "£J-. - +�"` - .K';`�i�.a ESR-3455 $�.3 .i+.� 7x�,4��`s ,�y+�'ai�'"".. e. 'S'"S�- - .'2.^.�vf„i§tYt .:-. A23 ': �:.v��t `%��� 'S'..n �d+a.��y`�� �mx• _ �F,Sy u'` �'".' 1 ��s, �_•;.1 � 'tom' FL10446.2 M ,x #-� - _„ �m �v S.e'1'n^i,�' - =�-�:3FY1^� r� - 3� - �.a� ..'rs°` ,a�, rcF �-d�s3' s ESR-2606 A3 FL17244.1 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856A ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10866.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 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 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10858.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 F1_10856,11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 F1_10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210.2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60. FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244-18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244,18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS206 FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 F1_17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL1D852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35XIBU FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441A ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473,2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 - ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3. ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 - FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A FL17236.3 ESR-3448 Sp1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPTB FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F F1_2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, 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) FL2D461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-6Z0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-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 +67.01-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf S. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 PL251.10 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 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.01-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Undenayment 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 Florda Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A S. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - F1_2197.5 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 not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N U) CQ N U L N O Q � O O .� Ito UCD -0 C/) N N 'a U O C O a L CIO O O ICUC LL O .� F C �� O CU 0 W J ^em^1s W W _c_- Cn O L_ CL CL SHEET N0. PA 1.0 Florida Deparlirient of Business & Professional Regulation Building Codes and Standards Pap + rnola Product Approval Application Detail FLi254a1R2 220 l otlOLa[ Qtll 1LkDab ftndh,,Celt 1122 vmisn mwpjhwtm tomeer tomoFraLlosesse Vatldenday Valued S&dMlbd FWAosQeW Aggsund S" Revlolon 2017 Themno-TN Corporation Rink Wright Lyndon F. Scnmgt P.E. Ryan J. King, P.E. IOM512017 0711=017 10118F2017 12H212017 Approved Cabo": Exterior Doors (419) 298-1740 PE-43409 (813) 7674M Subcategory: 8wlngag Exterior Door AanmblW rickwansbidgmauWerds. compliance Matlack Evaluation Report Wom a 0001 Florida Registered ArdMect or a Licensed Florida FLIMINA-14CI Products ProMabnat Engineer AMA QRIbLAWBlOn Product placdodm radmaxwjmowimbEEil$Oubd& Agarondfortin Approved for HVHZ IM20d Bohm ➢aMn Pautte 1 a Tuerme-Ter FtwCluslc and SngMStar Nomlml MJ39;8 6quotlbn-Imryad6quoL Opaque 12/312020 N0 Ya No WA Composite Edge Fiberglass SWOM Door (Irmarkw0ubwing; X ooMlgurown) FL52HO14a Safe En for gale Esk J Clot Mrst version Mem■n1Ba 22am Eoalosta umm Yatldmam )lalaw illy I= Anwvid Aosm d Ewa Revision 2017 Therm -Ted Corporation Rik Wright Lyndon F. S h"dsL P.E. Ryan J. King, P.E. 12/13rd017 12/132017 121/2017 Pending FBC Approve Category: Exww Dona (419) 298.1740 PE43408 (813) 7674 M BubCabgay: Swinging Exterior Door Assembled ddtw@ndNd900neu9ame. Compliance Maanod: Evaluation Report Won a con Florida Registered Arehteet or a ",am -ad Florida Professional Engineer stint Produuor Mdal Ypeehr err Naee Product Downsidw Conrad 111-wation Dole ADordrad In fA for Use IMR19 Roma pressous's 1 a, Therms Tro Fflw4Nu o and Smock n4tlar Nominal (AMA 8quotNon-ImpadBquot Opaque 12MI/2021 No Ya No WA Composite Edge Fiberglass Sig* Door Search C'No e 0mwbyOuawing; X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Delial Page i of 1 11 O!✓N1e RM Entaiv or Clue tank Deb PMKVVA 20 bolt Version jaresdatimix Cannot Em mKALMM Validated By YddMd $1140I11W I=AwrMrsI Aas®ad AN& Revision 2017 Therms-Tm Corporation Rick Wright National Aeoedib8gn & Ryan J. King, P.E. 12/202017 09212017 17222017 Approved Category: Exterior Doom (419) 29&1740 Management Wistute, (813) 767-605 SubCMegaW SMnging Eaderior DwrAseembilea ridwr®rwbMgconeuaanb. Compliance Ibtlnpd: CentBcetlon Mark or Using o0e Approved for uaa Approved for the 1macL 22ME Ent E tlribn In.HVHZ OulaidelDali Bslbfid PJssrs I a. &quotCWabCaWBqud; and liquotrienchmark by S/8 and &to Opaque and Gazed Fbagba Door w8h 121312021 No Ya No WA Themm-TnAwal; and wbout SkeNss. Irawkg and Oubwing 17A1 !ice bin version SkmmMRec Revdach 2017 MI WWndowf end Doors Category: EgMlor Do— : Stamp Exterior DoorAssembBes Complex" Matlack: Evaluation Repot from a Flodde Rephbted Ardd son or a Licensed Florida Professional Engineer test Product Modet Number or Name 1 SERIES 420 ALUMINUM SGD Its else Ymtoa MsnufwW- Revision 2017 MI Windows and Doom Category: Exterior Dan SubCdogory: Sit" Exhorter Door Assemblies Compliance Mathed: Evaluation Report from a Florida RepbNred Archbot or a Uansed Fonda Professional Engineer FLMIMIZMProduaft AMA 5 SERIES 420AWM04UM SGD REINFORCED Florida Deparhnant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paplmrl 11 Irals Enft or tame Rai Cr■YMMar Cr■ Contact Enak� ILLi s vaiwdmBy ywki d Avbmtlfd F&CAMamral A—,d AMR Brant Stanger Lull. Roberto Lams Sown M. Udch, PE 081132017 DOM 12017 08/162017 1011awl, Approved V17) 36533M PE-=14 (717) 317-8454 beaWnger®nYwd.com Qum& Attention Am1LPYad unlit Assrsyatl for Impact GJMaO Product coagulation Cabinet EXPindw Dab In OutsidetiYHa Roe Prssers SERIES 420 ALUMINUM SOD OXO 121812018 No Yet No WA 1454MILgootx80&gwt NON -REINFORCED Florida Deparinnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.pld1 II Ir"1e ENbLor 21& Cott Dab Pending CMa !im■ct EDsiosc&Llsau v.IMMedN yelalerd tlMmbad FlIQA--d Asmsd I%W Burntsi ager Luis Roberto Lomas Steven M. 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Exterior Door Assemblies mwesterBMdlilCkPOY.conn Compliance MW : Certlficetion Mark or left FLa162794t& Products QUIM roes AasaadforYs A■rovedfor if" banner D"Ian tnt Product D,,jlBn CaOMMLLwkldgm2lla InHwHZ OUN& HVHZ aetilial Ptmm 85 085 We-08 PAN-21s763: 73. 75, NA, 91. 42, 48, 428, 48B, del Pan (min. 25 ga.) SingeCor (up to WT wide) 0521=8 No Yes No +36 PSF/-02 4RST, BRST, DOW, GR6S, AM, EM WINDCODE&9174; W5 Garage Door PSF RJM4t2t Ratio im Version lMmdeerYOC Revision 2017 PGT Industries C.U9ory: Windows subcategory: Single Hung Complains Meaad: CSMRdtlm Mark or LWhg RAM304M Products titer 7 M445M (Large Midge Impeco Florida Department of Business & Professional Regulation Pap I M 1 Building Codes and Standards 116I101e Product Approval Application Detail EMIaLer 21k 2VA Deb Penning 21M 4oerard Enlm■ iLI vMMM.d a vatltlMad Ea4rsilMII FW ADDMW Ass■Rd rose Dan Rark Mhmi-Dade BCCO-CER MemW3sft WCO-VAL 12202017 12106=17 12252017 Approved (941)486-0100 (786) 315-Zed dm rk@pgWus rloacorn AaNMrsd.for ties AsiaYw for Ule liggim Raman Sroo■SEaMpEm Dole InHVZ CrsideHVHZ Rw*Ud Pm— Vinyl Sinpte Window 077JQ202o t Window Yea Va Yq WA Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Pop 1 1/5rJ016 991112 EnM or to no Dan pondina 2111 U21 vin n manututum contest EaOkwor iLW ! Vaedwd By Yft" tlaita" 1Bg Aomwal Asmmsd AMR Revision 2017 TMrtno-Tru Corporation Rick Wright Lyndon F. Stlrmidt P.E. Ryan J. IGq, P.E. 10/15=17 07M2=7 10118=17 12/02017 Approved Category; Exterior Doors (419) 29&1740 PE-43409 (813) 767-OM SubCatepory: Swhlphg Exterior Door AteamWbs ridvrillW1bldgwrN0gma. Compliance Molhed: evaluslbn Report from a corn Florida Registered Archsect or a Licensed Florida P1.0211411142 Profesfbnel Engineer Products tgg,P Product Model. Number or 2WELA� Juxarovsd ["Am for ties Approved oubwe for Lim HVHZ) k=a now PN"M 8 f.Theme-Tru Flo"Iftsio and SmooMSer NaMnat SM308qud;No knpacdquok Opaque IV31)2020 No Yee No WA Composite Edge FaneNteas Single Door gnaving0ubwmg; X configuration) FLIP261HR3 990 Emily a 20 Cats 2okEeoMm Cale M(n Yam Man conom Emarae & Lioanse VaNdabd LM V&Ndd t Submitted I= ANNOVIII Approved Revision 2017 TMma-Tm Corporation Pod Wright Lyndon F. Schmidt P.E. Ryan J. long, P.E. 12/132017 12/132017 122112017 pending FBC Approval Ghgoy: Exterior Doors (419) 2984740 PE-43400 (613) W4585 SubCwpory: Swinging Exterior Door Assemblies nclovowbidgeonsultants. Campaame MelMd: Evaluation Report from a con . Florida Registered Architect or a Licensed Fonda F1.11120411440 Professional Engineer Product, tnt Product Modol. Number or Name P Quaft Assurance Am6ModtoWn In Approved HV Z OLftwo forUse HVHZ kneed Csian EsYtto E iron 6 1.Therms-Tru FiberCietwe and Smootn� Nominal MSS"&quot,Norm4mpaddquut Opaque 12131QMI No Yee No WA Compa9e Edge Fbergloas Single Door SmandLeAwis (IneaklglOuewing; X con5gualbn) Florida Department of Business & Professional Regulation Page 1 M I Building Codes and Standards 1r5=16 Product Approval Application Detag 14.11162254114 Rw Eoeita 210 21M DabEtn,Bm Cab brat Vnwoe Memo Contest E.W—AL,keraft Valdo dSy Yattlald ANkENA PWAgmMRI AporMRd tilde Revision 2017 Thermo -Ted Corporation Rick Wright National Arxrod8a8on S Ryan J. Kip, P.E. 12202017 09 MAIT 12222017 Approved Cdepory: Exterior room (419) 2WA740 MonePmoht Institute (813) 7674M Subcategory: Swinging EldwW Door Assemblies rldw4irvMilgoomunanto, Cwnpilana Method: Cer58ratlon Mark or Ueting Dom 14.2,152211-11111 Products OtOMAM Awroved for Annoyed for hoped Dedw tnt Product Modol. Nunilsaw ar Nomw Damon A ftalratig, Dole In HV Z 9 lbbwb wka lbselidaht PLe■rs 5 o. &quotSmoedmSbr&quot and &quot.Bwdnark by Sm and 810 Opaque and Gloved Fibergiaa Door vdth 121312021 NO Yes No WA TMrma-Tru&quor. ua.0hout SIB. hawing and Oubwig "51132,114 221111 terse Yersmn NBM*Canlr Revision 2017 MI Windows and Doors Caegay: Exterior Doom aubCaagery: Sikfit Exterior Door Assam". Compliance Mood; Evaluation Report M1m a Fiona Registered Architect or a Licensed Florida Pnofaebml Engineer ffit Product MOM. Number or Nana 2 SERIES 420 ALUMINUM SGO Florida Department of Business & Professional Regulation Pap 1 M 1 Building Codes and Standards V=Is Product Approval Application Details Eerbls[ 21M 2dt Dow Pwdno 210 cooled aLia validandb y yeldeld Intimated FSC Ancrovel A wo d am& Bean sesw Luis Roberto Lomas Stevan M. Urich, PE 08/132017 MMIrAI7 08/152017 10/102017 Approved (717) 30533W PE-62514 (717) 317.84M be8enger®miwd.con QUAMAssrses Ausiminalliorther Aniseed for Use laser 2§ft PSMhRl..Description to "M gas Pressure, SERIES 420 ALUMINUM SGD OX, XO, XX 12/312018 No Ya NO WA BBBquokxW&quot NON4tEINFOR0ED Florida Departrnerd of Business & Professional Regulation Papa 1 d I Building Codes and Standards 11512018 Product Approval Application Detail FLa261Rac Cm■ SM& 21k ■k PMa Must, vwwm MourhwhBlr Contact some[ &LLkans validated el validated EWmaird PWAga[wrsl AammRt AMR Revision 2017 POT lndusbke Dan Ruark MiamFDede BOCO - CER MlamW)wle BOCO- VAL 12202017 112SW17 1225=17 Approved Coanwy: Exterior Doors (941) 48"100 (768) 315-M Subcategory: Sliding Extender Door Assemblies dank®prindabies.am Cwrpllana Metlwd: CeaBcetlom Mark or L'stit FLAM429 PmdOeb Quarter Astswomwo Approved lbr Use Approved for Use Maw Design alit Contrast E&slrsYcn.DOD In HV Z oubwZ 9ac16ani Protein 10 SGD-5670 (Lags Missile Wpm* Meryl Sliding Glass Door 04114FMI Ya Yea Ya WA amffagdko code volon. 2017 Fl. 251.10 Florida Department of Business & Professional Regulation pap 1 a 1 Building Codes and Standards 15aon Product Approval Application Detail 220 EB■Lor 210 rink Dab Pending Isere Mat Ysdn MmdaWMR Coast 9..ke ilJamR yawned as YalitiMd treIDbd FOCrAnwayA Ags®at tktR Revision 2017 Clopey Building Products Company Mark Waeorfietl Inbrbk TaBng 8ervlas NA, Gary Pk*hW 1129=17 O IGO17 1206=7 Approved Colagcry: Exterior Doom (513) 77040112 Inc. (513) 5196686 subCabaory: Sectional Exterior Door Assemblies mwesarBeMedway.am Compliance Mfaadn CBNBndon Made or Listing 911a�LAtlllfmaa Attained for ft!Awarovisil forSIM tDuwler faslan .teat S.'stmatE>oDab ffilallQ BMIYfiM 102 102 W&18 PAN,2F163: 73, 75, S4A, K 42, 48, 428, 48B, Steel Pan (hen. 25 go.) DoubbCar (92' to HIT 05212028 No Yee No +37 PWI-41 4RST, 6RST, Goss, GR5S, ARM, E05S wla) WINDCODE&a174; W8 Garage Dow PSF Florida Departirent of Business & Professional Regulation pap 1 err I Building Codes and Standards 1/561o1a Product Approval Application Detail PJ.ftmim Seri! EI1f.L>s 21M 21h DOWIssrslna 21K Mrs version umnd Easleeua.Lisse yrWOMed*v Vaildakd ! F0QAraceffi AgersYml tl Revision 2017 MI NAndows and Doss aantsflanpe American ArchlsWral Sown M. Udder, PE 01/0312018 01/032018 Vabdoted Category: W intlaes (717) 3653300 Mis uacbrerS Atecclaaon V17) 317-0454 Subcategory: Horizontal Seder beMbger®nawd.corn complkma use".. Coruscation Mark or Usfing F Products 9eBLAs rom A■>svedfor Use Approved for Use Inset Union Ent Prodilet MGM, Naffilsor or Name ProductDoddMml S InHVZ Owed" 7Z 1islataoL PJasln 1 HS 168 Fin and Flange Famed 73v82 Infused Gina 02/182Ms No Yee No +8y-05 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pap 1 i7J2018 Florida Department of Business & Professional Regulation Building Codes and Standards P.P 1 aft lIYJ01e FLa20M1Jt2 Slob areas, or no retie gdLbuft no Product Approval Application Detail ll0204i1-R2 Ufa! Version Maar■ersm !ems E Lt.— Valdabd M vandMd Submitted FWAgarovell A1R[mrsd AWESdiA! lease or !gl! 82k CeItJ Cal! Revision 2017 Theana-Tru Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. Kpp, P.E. 10/i5R017 07/122017 10/18V2017 121124017 Approved LM Version Manufacturar c4nbm ancestor IL Unnoo Varybbd By Vallibilaid AWkMftd FI11C Approval Approved SWAM Cab9ory: Exterior Doors 80bCMsgewy: &vYging Expo for Door Assembled (419) 29&1740 PE-43409 dckw@nMlOpooneu9aM►. (813) 767-0665 Revision 2017 Thernasft Corporation Rid Wright Lyndon F. Schmdt P.E. Ryan J. King, RE 10115/2017 071I 2017 10HS2017 12n2/2017 Approved CompWru laepbd: Evolution Report from a corn Calpery: Exterior Doom (419) 298.1740 PE43409 (813) 707-M Florida Rogist retl Archied or a Licensed Florida SubCd gmy: Soringing Exterior DoorAssenblin ddmerwbidgconsullems. Professional Engineer Companies Method: Evabuation Report from corn rida Rals Architect or a Licensed Florida Pnobeelonal Enneer Ft128Y1R2 Products Es! Androved.for Use AogrIDt InmaS out"HvZ SM! Imser Budl= Isewn > FL#gO4M4t2 Products , land PLi■ 9 I. 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King, 12/132017 12M=017 12212017 dkg FSC Appn Compliance Matlak Evauatlon Report from a coma Catsgary: Elderlor Door (419) 29&7740 PE43409 (813) 767-0556 Florida Registered Arddted or a Licensed Florida Subcategory: Swing" Exerbr DoorAssanblin dolmQabtlyamuaants ProhWonal Engirlee Compftt Matlack: Evokstlorn Reportfran a corn Florida Rpbbmd Arddmd or a Uosmod Florida RLe2o481.R3 Products Probubnal Engineer QMINLAWoM Amuse Anroviel for Um )uilinrd 2sta F1.82MI40 Products tilt PredatMoaLNorMrrorHIM Product Description Conked Moolinelon Dole In10az Culaklo HVHZ tlstANd pressure 2111110 9 L TharmsTru Fiber-Cbssle and Smooth-Ser Nominal 88/139;8 &quotnNoWpad8ggot LiMsad 12)31/2021 No yet NO HfA Mal Product Model. Number W Hal i 16Iat}� I PllLlm Composite Edge Fiberglass Sego Door (W sevvViOubwWq; X comWration) 14 n. Therms-Tru FberCWsb and SmoothSer Nominal &quotNon-ImpadBquoC Olexed 1213irml No Ya No WA Composite Edge FWsrglaa Single Dow i (kgwYngroubwing; X omflgmWn) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PnsIMI V mis Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap t Oil 1=18 8i1&1N84 229t EMbLor go Rib Dab Pondina teak FUH5 61i$4 211111 Enft or Cl■ 21k Dole Pending 20 brat vemm Marsh Contact EnsmaraLh— yell VsIldnd tlllisdad FSCA, VM AaaLMrsY imm bmt Ya■n A§WkdMWM Smtet V&Mdadan YAROM lllltmbd FRICAon■Ml Apolowd &UK Revisor, 2017 MI WWaaas end Doors Berm swinger Lute Robert Lamas Sloven M. Udch, PE 0&132017 08/1112017 M(IS 017 lomo 017 Approved Revision 2017 MI Window and Down area saapor Luis Roberto Loma Sown M. 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(513) 5t94M Category: Exterior Does (513) 770E082 Inc. (513) 51"M SubCalowyi Sectional E.WW Door Assemble SuliCaegay: Sedbml Exmrbr Door Assemblies mmesaraeM�dopa7com Complirao Method: Certification Mek or Latins Compliance Method: GrM1aNa Mark or Listing Pap I of l IMMIa 210 Clue Dab PorAl■ lot Ydbetd auhm d PEGApproval Approved Iwo 112912017 08/10=17 IZV6r2017 Approved Goals, Assurance Aoorwed for Use Amroved forUn bRO RIWM Qualms ■ors Age[MRdfor Use A■L-adfor Use W230 l2esion Ant Sat�eria t inHvHZ lL�lDati ash Prwm1R tnt F1odwtlbacderin InHVZ ! aaiYmm PJaesm 37 037 W6-09 PAN-2F151: 84&N 94, 73, 75, iM0, 190, 76. Steil Pan (min. 25 go.) Smga-Car (up a OV wide) 0521=8 No Ya No +30 PSF/-32 83 883 WS-78 PAN-2F16b 84A, 94, 73. 75, 1500. 190, 4RST, Steel Pan (min. 25 ga,) Double-Cer (9'Y to 167 0521=8 N0 Ya No +30 PSF/TO 7SV, 4RST, 4RSF, SRST, SRSF, 2RST, 48, 42, 65,489 WI DOODEBd)174; W6 Go age Door PSF 4RSF, SRST, 6RSF, 48, 42, 56.488. 428, Me, GD6S, wilds) WWNDCODE&e174; W5 Gamp Door PSF 42B. MS. ODES, GD68V, GROS. GR56V, ARM, ARBSV, GDMV, GRM, GR58V, ARSE, AR5SV, ED55, ED5SV EDM, EI w Florida DepaMNmt of Business & Professional Regulation Pap I M 1 Florida Department of Business & Professional Regulation Building Codes and Standards N2d1a Building Codes and Standards Product Approval Application Detail Product Approval Application Daiall Prise I of I 1I612018 "1a747 Credit Erds, or to Chet DAM ponclino Eck 1 faMk entity or 20k Mo Dan pending 201 DR Version Meoldacam EywkiomBy Yetdifid tllhmftd FBC Asswarval Ama4Yad t■Y! long! vWrsln Wn1dstmr c owe EmeineeraLoem. VandsbdIN ymad" submubd MCAwreval Approved Do" Revision 2017 CURRIES Division M AADG, Inc Dedb Dave UL U-C Ted Barnum, PE I I502017 IM S/2D17 121052017 Approved Revision 2017 MI Windows and Dorn BrentSa w Marken Ar4dbdoal Stevan M. Utah, PE 12rAmi7 12/13MI7 Validated Category: Exholw Doom (641)484-211" (305)still Cabpary: Windows (717)36533M Mmufedann Association (717)317$164 Subcategory: Exterior Door Components dove, dedlotillra abloy.co SubCssspory: Single Hug bsMngetomNM.com Compliance slashed: Certification Mark or Losing In CompBana MMhotl: CwMMmUm Mode or lees FLN7511747 Produm , Aamliyd„1or Use Aborarod for Use WAId lies gig Annrowd far Use boom Dooln Ent Prdd Noodle, Number ar Name pnxkmtpoocdouon Wk In HIM Oididd, ti)AZ BSYMer PJasm tnt InHVHZ 4erMdsHVHZ aertact PJasBR 1 My, 707, 727, 747, and 647 Sego and Paler or Doom Flush, Gloved, and louvered single slid pals or 12/31=5 Yes Ya Ya WA 2 iss SH 52.84 FiuFenp Frsme 1=0 Shgle Hung IORS M5 No Yes No +WW Meow metal doom. 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