Loading...
HomeMy WebLinkAbout6424 Silverado Ranch Blvd61+12*61' 1v�do6Ur6 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4.1 _ FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5.1 ROOF PLAN _ / / -- `- '- 6.1 FOUNDATION PLAN 7.1 FLOOR FRAMING PLAN ABBREVIATIONS 7.2 ROOF FRAMING PLAN - �'�` AB or A.B. Anchor Bolt FIX or FXD Fixed RA or RIA or R.A. Return Air 8 LINTEL DETAILS ABV or Abv. Above FLR or Fir. Floor RAG or Rag. Return Air Grill SN STRUCTURAL NOTES AC or A/C ADJ or ADJ. Air -Conditioner Adjustable FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry RAD or Red. Radius REC or Rec. Recessed �� - 4- , _ SN1 DETAILS AFF or A.F.F. AHU or A.H.U. Above Finished Floor Air Handler Unit FP or F.P. Fireplace FR DR French Door RECEPT Receptacle REF or Ref. Refrigerator - S3M DETAILS S4 DETAILS ALTorALT. Alternate FRT Front REINF Reinforcing BC BF Base Cabinet Bifold Door FT or Ft FootJ Feet FTG or Ftg. Footing REQD or Req'd. Required RM or Rm. Room S5 DETAILS S6M _.. DETAILS � BK SH or Bk Sh BookShelf GALV or Galv. Galvanized RND or Rnd. Round BLK or BLK. BLW or BLW. Block Below GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter RO or R.O. Rough Opening RS or R/S or R&S Rod and Shelf ST ---- DETAILS SS RETROFIT DETAILS - BM or Bm. BOT or Bot Beam Bottom GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SD. Smoke Detector SO FT or SF or S.F. Square Foot (feet) D1 ----- SECTIONS & DETAILS BP or B.P. Bypass (door) HB Hose Bibb SGD Sliding Glass Door BRIG or BRIG. C CAB Bearing Carpet Cabinet HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) SH or Sh. Shelves SHWR or Shwr. Shower SHT Sheet D2 SECTIONS &DETAILS WP WATERPROOFING DETAILS CIRorCir. CJ or C/J Cirde Control Joint HORIZ Horizontal HS Hard Surface (flooring) SLorS,l. Side Lights SPF or S.P.F. Spruce Pine Fir TL -r - -� �T T L PA1.0 PRODUCTAPPROVALNUMBERS PA1.1 PRODUCT APPROVAL NUMBERS CLG or Clg. Ceiling ILO In Lieu Of SPECS or SPECS. Specifications __� ____ r --_�_-__.,.__—___.._ _. CMU COFF or Coff. Concrete Masonry Unit Coffered or Tray Ceiling INSUL or Insul. Insulation INT or Int. Interior SO or Sq. Square STO Storage PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS COL or Col. Column KNWALL or KMfall Kneewall SW or S.W. Shear Wall COMM or Comm. COMP or Comp. Community Compressor KS or K.S. Knee Space LAUN or Laun. Laundry SYP or S.Y.P. Southern Yellow Pine TB Towel Bar — --- CONN or CONN. Connection LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. D or D. Ceramic Tile Dryer LF or L.F. Linear Ft. LL Lintel Length THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block - - - - - - ----- -- - DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry _ DBL or Dbl. DCF Double Decorative Cementitious Finish MGT Management (room) MAS or Mas. Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder _ DEC or Dec. DED or Ded. Decorative Dedicated (outlet) MAX or Max Maximum MC Medicine Cabinet TR Towel Ring TRANS WDW or Trans. Transom Window LA --- 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) o o n rc, N DTL DV or D.V. DVP or D.V.P. DW or D.W. EA or Ea. EW or E.W. ELEC or Elec. ELEV or Elev. EQ EXT or Ext. EXP or Exp. Detail Dryer Vent Diverter Valve (plumbing) Dishwasher Each Each Way Electrical Elevation Equal Exterior Expansion MONO or Mono Monolithic NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot VB Vanity Base VERT or Vert. Vertical VL orV.L. Versalam VTR Vent through Roof W or w Washer WI or w/ With WC or WIC or W.C. Water Closet (toilet) WA or W.A. Wedge Anchor WD or Wd Wood WDW HDR orWDW. HDR. Window Header 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 FDN or Fdn. FXD GL Foundation Fixed Glass PLNT SHLF or Pit. Sh. Plant Shelf PSF Pounds per square foot WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) - -�-- O° c FIG FIN FIN FLR or FF or Fin. Fir. Fiberglass (Shower Pan) Finished Finished Floor PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room WS Water Softener WWF Welded Wire Fabric (Mesh) 0 REVISIONS N 06-09-17 1.0 NEW BASE PLAN 12-28-17 2.0 2017 FBC CODE UPDATE 01-04-18 3.0 ADDED HVAC IN LAUNDRY MEAN ROOF 15 FT. HIGH TYPICAL a 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES 04-13-18 4.1 REV. DOOR TO WC IN M . BATH MEAN ROOF 30 FT. FOR 2 STORY HOMES HIGH TYPICAL THIS DRAWING AND DESIGN IS VALID E FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE g CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these ANotice a r■ R ?ATE %�f J / ` ` documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to v� i r � �"'I�(K H I � ALL WORK SHALL COMPLY WITH PREVAILING w)i1gA� iNER 4 �" the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our o to 9R NATIONAL. ELEt,Tt= ' '^tll�l AND THE 07%* OF ZEPHYRHILLS ORBINANIBEFs Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. U z� z z n13 zClN C9 � w �V — Ow C 2'- � i� U M ^ m I.LJ 'A N M C M O 5 N U= " 00 0 ¢ � � v ¢ d N z � z ii N LL ti0 .� Li7 W W HE'LL a 90Z r � pup -1YALVi'• 688NO q x 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 8th 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 a o�UU 8 �® Q w Z "a° u OC w o ; o U `� N U ILL z U O Q < N Z JV--1 u LIJ Or, ti QZ g ui Q C Z Uj Gn Uj ,-f a U0 o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO' 4. 1 SHEET NO. CS i i O 35-SH 0 c SL TYP @ 2 STORY J S6 t a 00 50'-0" M606-i 1 4'-8" 8'-6" 8'-10" 11'4" 9'-6" 7'-0" O 35-SH O O O S.G.D. 25-SH 25-SH TEMP.H.B. EGRESS -1- MASTER U) m 4 2X4#2SPF SUITE .- O STUDS W/ 5/8" 8'_8" CLG. ANCHOR BOLT & (18) 10d NAILS CARPET 88 17'_7" X-7111° O 23-SH TEMP. e- 6068 FAMILY RM 8'-8"CLG. CARPET 20'-4�" -- - - TB00 ASTER - -.. . R AT H 8 -8rr CLG. TILE 2668 ----BI-FOLD - - z w a �o Z vic ---. - -- - - - J .- 5'-4 62' 1" (3) 2 X 4 #2 SPF STUDS W/ HTT4519 " H OR C, S3 W/ #2SPF @ 12" O.C. FIELD VERIFY HEIGHT 00 PER MECHANICAL 04 CONTRACTOR 5'-11" 2868 3� 11". 3'-6" 1 4'-3" C IT - - -- -- 1 -- _ ti�6�� - .. �:, - -� -- = N " Al 2'-5" - 1 C - -, � -- CAFE - - LG. 8 8 C - TILE _ - --- - _ i t - N � "' BOLTS NAILS +42" HALF SLOPING WALL & (18) 10d G C T C S3 H1 - ----R.A.G. I I I I I I I I I I I I I I I I I I 16, I I I I I I I I I I I I I I I I I I _ 1 5 6 7 8 9 T H2 AU DRY 8'-jj8LG. `N HANSON BO ?6� LA FO S I 1, H v I ^VN __ __ ? R&S (3) 2 X 4 #2 SPF DRYER VENT STUDS W/ HTT45 THRU WALL W/ 5/8" ANCHOR BOLTS & (18) 10d CC NAILS o S3 EDGE OF SLAB 2" BEYOND WALL Cr 8'-8" CLG. _ I GG I S3 I H1 I 10 - UP . { X T HTT CHO ) 10d - iBE 5/8" TS G - 5Z"' GG i� - 12 = H2 GG I h 3 QI _I _ 0 �I I .8� C S3 111 = Q I ( I - - 'q 5 - I �- _ _ -- - - N 111E - o - H2 I I 0o .- - 2868 = Q � H2 CC - S3 - -- 5'-118 3'-8" W.N. CC S3 O BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC FS lit t - I N 3.11" FB�96 W/CID A 1 P.L. 5 W 13 NAILS _ I • - I 1 • • - - 4 ------------- I 1 I D.W. I O O _ SINK w/ DISP - KITCHEN 18'-8" CLG. TILE '----- 14'-10" i 24 -- - (4) 2 X 4 #2 SPF STUDS W/ (4) 16d NAILS @ BASE 3 CAR GARAGE 8'-8"CLG. 20'-0" - -- 1-71 - - - �N_._ OPT. I REF.60 6_2 " -, 0 - - �w PA to '- TI 16" -- i - rD TIR n Tp E D EP �- --_HDRAT8.-0" - o T o0 CC ------------------ S3 r--------------t I I I I - - I I I I FO E R I I I I '-8" CLG. I I I I I I I I 5,�' 1 " - - I I I 16 x 7 OVERHEAD DOOR ----------------------------- - - T - I S3 ------------------------------ - I 8 x 7 OVERHEAD DOOR I O --------------- i H IN j BO I TYP @ I GARAGE ENTRY ' 8'-8" CLG. � I i 5'-8" I I I - , 1 .. -- 6 kL� q - = _ 6,-83" 5,-74„ V-75" of ` oQ 00l FLEX - r a 8 -8 CLG. �I 01 � CARPET- NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. fio O O 25-SH 25-SH EGRESS Ir I I X-10" 3'-10" 7'-0" -0" I I I I I -0" 5'-10" -0" 6-8" j1-0.,5'-10" -0" " 8'-0" V-4" '-0" 16-0" 21'-4" 10'-0" 18'-8" 50'-0" TYP @ 2 STORY J S6 (3) 2 X 4 #2 SPF STUDS W/ HTT45 W/ 5/8" ANCHOR BOLTS & (18) 10d NAILS TYP @ 2 STORY J S6 M 0 00 a HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2- FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M 1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 �F +26.6 / -32.2 OG SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND [llllllllllllllllMASONRY HGT. - = 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 "B" 1ST FLOOR LIVING AREA 1880 2ND FLOOR LIVING AREA 1375 LIVING TOTAL 3255 GARAGE 679 ENTRY 159 TOTAL AREA 4093 INSULATION REQ. EXT CONC WALL I R-4.1 HIGH PERM EXT FRAME 2 x 4 1 R-11/R-13 KRAFT FACED EXT FRAME 2x6 FIRST FLOOR PLAN - ELEV-BI CONDITIONED CEILING SCALE: Y4"=V-0" R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) C9 arms z _Q atj U)V1 0 cn a--J w "U OL" tJl � F[23 U W ' � mn 0) C.)) 0 U LL Q � d E D• N �O r N Z W� z E4 z° Qz a frrr,� m �f o • �'Poo -: ��. yj NG.0 • F 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 8th Edition. Engineers signature end seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com o a � C, g z -v 110 O LL_ o Q) W M 196 o CC Z Ln U J N rl I LU � z Z t �8 Im ° d- ' 00 z g W T o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO. 4 . SHEET NO. 1.1 tz DID ----------------------------------------------------------------------------------------------------� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TYP @ 2 STORY , 3 ( I 1 I 1 1 1 1 J kMSTAM36 `IN I I I I I C0 W/ (1) D2 I I I W/(1) S6 MSTAM36 13 I 15 16 17 I$ I9 110 AHU KNEE WALL R&S V6DN 1 BEDROOM 2 (N W/ I X 08 M BEDROOM 4 qCD O ccow00 NW",„ O 8 -0 CLG. R.A.G. 6R _ _ 8'-0" CLG. CARPET 1 W.I.C. CARPET N D2 v=iw I N 0"CLG. 4•SHI�R 16" DP. ONC�7N w ri iiS --- LINEN &S TYP @ 2 ST RY LBFOD o SH 8-4' ' ' 3-7" - [V-81-'-112 6-3" , I D2 �2) 2668 I -FOLD �� I l 2668 s N SIN I 1 N BONUS ROOM C T - . __--- .... OP - - - . 16" DP. 4 6" DI R&S - F- I I " LINEN QI I 4 "' 8'-0" CLG. 3N CARPET � 266 CN C R o �' oQ - N ... ------- ------ 2068 ri l l 1 oil I .- o _ N t , cn Z gD BI-FOLD ti��BA H 2 � - - - - _TIC ry� BEDROOM 5 TIL .... Q° o `N'0 0 m-- LE T-- iv { - o I 8'-0" CLG. CARPET 1 - - W . . co (D: TP " N Iw -a ((2) 2668 BI-FOLD Iv Q - Nc T-2„ 6,�„ T-O" io 14'-11 T 2 11'-4 " - 3 D2 I (4) 2" X 4" # 2 1 O O Io to FIBERGLASS PF STUDS 25-SH 25-SH EGRESS SURROUND TYP @ 2 STORY 1 iv 1/2 35-SH 25-SH 1/2 35-SH 3 (j)6J W/ (4) 2" X 4" # 2 H3 H3 1 N D2 D2 S6 SPF STUDS 1 I BEDROOM 3 ((2) 2668 I H1 H1 TYP. @ CORNERS BI-FOLD I 00 I 08 8'-0"CLG. I (r 6 6 6 CARPET D2 D2 D2 zo I O O 1 I I 25-SH EGRESS 25-SH j 1 I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J V-1 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 71/4" 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 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES - SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2X6 SYP #2 16" O.C. " IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT " SEE C/S6 WALL SCHEDULE SECOND FLOOR PLAN - ELEV-B SCALE: %4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M 1507.2 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" O A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 OE +26.6 / -28.0 0 +26.6 / -32.2 QG SEE SN SHEET " SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. 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 "B" 1ST FLOOR LIVING AREA 1880 2ND FLOOR LIVING AREA 1375 LIVING TOTAL 3255 GARAGE 679 ENTRY 159 TOTAL AREA 4093 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) (7 z M z Jimz a U) zClV) C9 W cn .}--J w (13 p �U O w I-±- ING =3 �N ru, U LLJ ~ r, mo N CE N 6i o A I D D. "c 'IV =�1 N N [D Z Ci a ICA g �, iz 4 A U-J, ,j t� V LL a LU00 Q Z � tit ref uU1 NG To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com g�g go zg fi U Z R <^ o 1..� I- O o z Z 'a`� � j OV o W (/) N . ro W a Ln ZrN J N T-1 W X Qg fi � z fV * 1,0 V- 06 Z Z U) S a a IS g o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO. 4 . SHEET NO. 1.2 F 0 to Q a 00 E a Do 4 <+9 MIRROR KITCHEN MASTER BATH FIN, FLR. FIN. FLR. @ LANDING 2x8 LEDGER #2 SYP (P.T. o IF MAS.) w/ (3) 16d NAILS TO STUD OR (2) 1/4"x31/2" TITENS TO MASONRY @ 16" O.C. 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER EA. SIDE - 2X FRAMED WALL 16 --15 14 12 12 - t" PLYWOOD @ 11 LANDING 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING — STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO FLOOR SYSTEM 50 POWDER 36" H. CONT. GRASPABLE RAILING a \ 10 \ \ " 9 10 8\ 7 \ �� 6 \ 1 x8 CAP & \ CASING 5 1x TREAD (TYP.) \ 4 \ 1x RISERS (TYP.) \ 3 \ (3) 2x12 STRINGERS \ 2 \ 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 3 — 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. KITCHEN 42" SLOPING HALF WALL 4 ao 0 i; MIRROR A. wAw BATH 2 -OTAL RISE = 10'-0 3/4" 16) RISERS AT 7 9/16" 0" TREADS w/ 1" NOSING to conform to Edition (2017) section R311.7 0 Riser height: The maximum riser height shall be 71Y4"• The greatest riser height within any flight of stairs shall not exceed the smallest by more than Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than Nosings. The radius of the nosing shall be no greater that Vie". Solid riser nosings shall not be less than %" but not more than 1Ya". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Y2' Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1Y2'between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with gyp. b 5 it 4 50 KITCHEN ISLAND MIRROR I F11 I BATH 3 INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" STAIR SECTION SCALE: 1 /2"= V-0" (D zm z® z a (D a C� z rn +--+ w 0 c ru� U w ® ~ M m O mm cn 04 'I� N Q 8 B D� N C (f_r f. tc N_ �O Z LU z U) , F 1LL� w fi � a � 0{' Q V�i_�96. Z 42 *9 Al N V:. `pf '• r•.. 4 ,� OFESSI O � 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 - Residentiel 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 lit2 LLI ^a^ W Z® 1..L `- i z 4 � Z 'v 0 � � N cr W � o z M ILP J �0�N {� � Q � WLn Z Z J N V- 4 IJ.I LLJ � Z �S Iln � d- Z Z to W $ O 00 .-a g a = cn ui f o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO 4ml SHEET NO. 2 tj a W 3 TEXTURED — CEMENTITIOUS FINISH OVER SHEATHING (TYP. ) 12 3 ----T2--0_"------------------------------------ TEXTURED — CEMENTITIOUS FINISH ON C.M.U. (TYP. ) 12 5" FRONT ELEVATION - & RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5 V RIDGE VENT -� ___________HEELHEIGHT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _. _ T.O.P. ___________ HDR_HGT. r CJ CJ 12 Q 3.5 2nd FIN FLR ----------------------------- CJ / WEEP �- - T.O.M. ------------------------------------------------------------------HDRHGT_ _-_- F.FL_ 4 too co f>o Eo' SCALE: 1 /4"=1'-0" LEFT ELEVATION - B 1111 =11 otes 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. txtenor uovering 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-Resisitive Barriers. Water-resisitive 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 (paperbacked 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 construction 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. R703.12 Adhered masonry veneer Installation Adhered masonry veneer shall be installed in accordance with the manufacturer's instructions. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. 'If not enough vented soffit is provided due to fire protection, the contractor shall use tf following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN, OF NET FREE AREA / VENT -Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) / 86.25 - Amount of O'Hagin Vents Needed CD zCD z�® z Q a z T0 w I OL" U w mN M cli c Q, ki B D. N N N _Z ~dzCC Ci z U) II• J O wi � Lil LL�4 AV zz F I F E S S�O\e���� /I/��f/llllllti411\ 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 - Residentlal 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 2001 Tampa, FL 33607 www.LennarTampa.com 2 d Fa U) ty < W Fps U OZ �JL wSEE i O 1..� LLJ D (D � o j p ui7) N ¢_ �o ¢ O Cr LL a;tuiCA: Z $� Z J N r-1 diLn di V_ Q zg Cal 0 oo Z g = T-4 a fn o SCALE : AS NOTED DATE : 6/20/2018 TECH: M]AMES VERSION NO. 4ol SHEET NO. 3.1 ao 00 4 q -aao HEEL HEIGHT_ TEXTURED — CEMENTITIOUS FINISH OVER SHEATHING (TYP•) 2nd FIN. FLR. -----------— — — — — — — T.O.M. '-0' HDR HGT. .R 1T RIDGE VENT TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) F.FL. ------------------------- ---------------------------------------------- 8' RIDGE VENT 12 ZZ�_5 H_E_EL HEIGHT T.O.P.— — — — — — — — — — — — — — — — —,--.-�--T_——------------- ---- ------ ------------ -- --- ----- ----------------- HDR. HGT. —_ ------ ------------- — -0 TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP.) CJ 12 2nd FIN. FLR. 3.5� T T.O.M. CJ / WEEP CJ 12 3 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF SPECIFICATIONS 12 �7s�_5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUR SPECIFICATIONS _ 12 2'-0" TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) F.FL. t—i---------i---------�---I----I---------------------------------------------- ---------------1-------- ----------------------------------------- General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive 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 (paperbacked 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 construction 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. R703.12 Adhered masonry veneer Installation Adhered masonry veneer shall be installed in accordance with the manufacturer's instructions. Attic Ventilation REAR ELEVATION Attic Ventilation be in compliance with the Florida Building Code 6th Edition (2017) Residential al R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% SCALE: 1 /4"--1'-0" but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use t following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Beck -Air Needed) • allAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 - Amount of allagin Vents Needet RIGHT ELEVATION - B 1 /4"=1'-0" C9 z� z�® Z Q a Ln Ur a) an 4--i w �_ p Z — Ow N C2,- Ln U LU m N M m N U � Q rn 1O� u., al; a d N •O Z Ei A% C3 U_ w W a W V a LL a rn Cc) Q' I S • L� I-T-(�� "� W�VYilr SEN J 2-r.� •��'••........ /)f "O F E SS\OOF? 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 8th 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 16 ce za f$ � gga o 0 U YY J Wumt® GCS J O Q' L U D ID 55 N 3 > Z W U N ¢ . o M QUJ UJW 1= a Lr) N Z W Lr) LLJI cc k: U.J Q Z~ 00 06 z g = rn O ,--I a (n o SCALE : AS NOTED DATE: 6/20/2018 TECH: MJAM ES VERSION NO. 4ol SHEET NO. 3.2 2„ 2" 'NOTE: VARIES 1'-10" 1' CAP r CAP iv N FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY ^ 1/2" RADIUS 31/2" RADIUS cn So m COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" ~� iv 3/4" RADIUS 4v 1'- " v BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1" 4" VARIES 1" OPENING VARIES 1 4 2j« VARIES �' 1" VARIES 104 1 1/2" RADIUS 4" 3" X* I I r�v 2 1/2" RADIUS ZD _ = ED .i t VARIES 1z" � 11" � N �N 3" BASE � BASE low 1'-0" y �" � N 1« "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN �* iG - T o REQUIRED BY COMMTY SPECS. IF NOT, 1" OPENING VARIES 2 d1" L 1'-6" 1" 1'-4" 1" � �� DETAIL TO BE ZD BUILT W/ STUCCO. _U I } EDGE OF OPENING 6" 4 1-1/2" THICK 1-1/2" THICK 1011 N ---- -- 21« d 10" 6" � iV e toL t IN J3 L� i = d = �« 1 4« 3« 2" �2- LU 1-1/2"N THICK 21« 4 = 5j« 1'_5« 5�, t =� 1,-41 3„ N tt 5« �V " 1" 1" VARIES VARIES N m r • VARIES VARIES ` o _________ ` r ' ' - i Rfy 6" 4" I�yI 7_1N KEYSTONE F11 0 OPTIONAL KEYSTONE F11 00 r` OPTIONAL Y4"NOTE: Q 1 44 _ 0 R44r.. L3'11 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING $ • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS g+ ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1 V-6j" 1 1" 2-1' 1 a SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 5" 1'-12'" N3'-8" 7" E 1 4" T-0" 4" 1 p" 1'4" 1 p" a N — 13 f2" ZD 't is a C N to fV — = �a iv 1" R1pp = 1« N GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM W I , ACRYLIC SAND FINISH zg z Q n_ 4-J � w M Q tU — O L -' tn c � U `L' no-, r! M m^ 'M -9 M N t LL 8 Of Q a '2 �o s D. N N V1 � z° L a LL� g a QLU co z w 3N�� LLZ N Ws�j °c auN¢� WWW.FDSENG.COM Li 00 0 N N 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 - Residentlal 6th Edition. Engineers signature and seal Is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Sure 200 1 Tampa, FL 33607 www.LennarTampa.com W za a 0 J ffli LIJ ^�^ 0® i z z "a O N DN d LU �0J Z N z N ors Q Z F z fV m � OD J = �1 ,-+ a U7 s SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4ml SHEET NO. F1 Q m 00 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70, Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range Is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P-9 PUSH BUTTON SWITCH (OPTIONAL) i9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) F< TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL Mai DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 9D (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER e14 copper to agate & outlets 1 20000 AMP e12 copper to 20 amp ckts A #10.2 copper to WH # 10.3 copper to Dryer µ 2/0 or 4/0 SER Alu 200 amp 150 emp sc L#4GROUNDING POWER CO. FEED INTERSYSTEM Bare Cu Ground BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. ENTRY LIGHT AS PER SPECS Er las VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=1'-0" C.0 Z co Z Z Q d t o CD �i cn W �U — O W ('n ZD fps W = m N c c7 M 0 N U LL00 o �Q�j MD. N W N 00 � Z I-aa lu a N LL ~O ri] W � "� Z V a 3 C9 H _'gC� m ¢ W a c U. o WWW.FDSENG.COM ❑ O V 0 N 0 N i� To the best of the Engineer's knowledge, information and belief, the structural plans and spedHcations contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the sbWural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o W� O CL Cz_ booe� ZW J Q _ Q S �® z c) W Z W O vea I0 O w f U in N M O J �W_ � I��P o " LL ' S tc In Z N J '__I l J.! F_ Z Z8 m � 00 � = a V SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4ol SHEET NO. 4.1 a Go ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or Window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN ;Qt EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) ltg PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL e14 Copper to lights & outlets #12 copper to 20 amp ckts 910-2 copper to WH e10.3 copper to Dryer or 4/0 SER Alu CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. ------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 7BF-LOW Fj I I I ` LIGHT W/ IC I I I I ISWITCH IN I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — UPPER ELECTRICAL PLAN SCALE: %4'=1'-0" Z C43Z Z Q a Z 0 CZLn W ca o �U — OW A Of (vi O v ~ U � fh N LU� Z a)M C f6 CC"I C N U b U- o to Qrn �v �¢ d 0 D. All N �O � N U) Z °' M a f�' z LL,� 1� oca1w LU V ¢NLLg 10LU LLa Z O -2e o°c Z U) � � � a :9 W WWW.FDSENG.COM ao N To the best of the Engineers knowledge, Information and bellef, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentfal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LIE NNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com za g� Uzao W V U U � Z g Z 6 J aCL ® 0 a i— fo `J _U F 3 � N w w U W . Z M Cr Uj m boos I i.Iw N {g F WQ Z Z JT- N { Lij Z Z8 try d' m tD Z � �1 g � o SCALE : AS NOTED DATE : 6/20/2018 TECH: M]AM ES VERSION N0. 4ol SHEET NO. 4.2 ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule (No Upper Ventilators 1/300 Rule Ridge Vent Amt Off -Rid Req.) (Must Provide Upper Ventilators) (Ft.) Amt. _--------• --- Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 23.0 1.0 Floor 2719 2610 373 1305 93 653 483.0 345.0 138.0 (Zone 1) *'NOTE"` GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. 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 NS FOR THE OF IXTURE TO BE _0USED. LIGHT OF XT FIXTURES SHOWN ARE REFFOR LOCATION PURPOSES. 4 Exterior Covering INS iiiiiiiiiiiiiii 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. ZONE-1 R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three ATTIC SPA ' ' E n. ' ' • . • • . • .... coats when applied over metal lath or wire lath and shall be not O less than two coats when applied over masonry, concrete. J N R703.7.3 Water-Resisitive Barriers. 1128 S Q . Ft `n Water-resisitive 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 1�Q accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied 4'-•'ROOF VENT • • • • • • • • • • • • • • • • • . • � � • shingle -fashion in a manner to prevent entry of water into the wall :12� SLOPE 5:12 SLOPE, 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 construction with frame walls. • Under and at the ends of masonry, wood or metal copings I • • • • • ♦ •• I•,•.•••.,.•,••„N•,• ,• r ,• ,• M M .• ,. . • , • and sills. • Continuously above all projecting wood trim. ._0 O ; ; Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections o ti6o � .j�Q • At Built-in gutters. $�QP t? :12 SLOPE ........................................................................ R703.12 Adhered masonry veneer installation Ly Q,y Adhered masonry veneer shall be installed in accordance with the manufacturer's instructions. LU ° 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 ;::::::::: 71 1E-2 space. The ventilating area may be reduced to 1/300 provided that at least 40% �■'■ 1:� 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 W ATTIC SPACE:: �Q feet (measured vertically) below the ridge or highest point of the space, with the d1` balance of the required ventilation provided by eave or cornice vents. OJ "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" rn 14 2 2 S (Values to be verified with Manufacturer Specifications) P ; ; Q • • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. C • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT E75z • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. o ; ; ; W 5:12 SLOPE "If not enough vented soffit is provided due to fire protection, the contractor shall use the RIDGE ........... > �� following approved vents: Q • • • • • • • • • • • • • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. -Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) 19 m Linear Ft. of Deck -Air Needed) 17'-0' RIDGE VENT � • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT •'Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) / 86.25 - Amount of O'Hagin Vents Needed 04 . •cn 0 f. P z ; • 1- �n ...........•. ............. z W 5:12 SLOPE ................ W o 60 00 p■.— ■r_ ...— ra ..— ...r. ' ...r....r. it .r_ r_ .r_ ■..r. ■■■r..>_ .sue .r_ .■■r..att�. fir_ .r_ .r_ +l.r...w• .r_ ra c.......... �A W I 5:12 SLOP EE z Lu 5:12 SLOPE, ......... ......... c w a 2'-0" y�'o a a Go N 0 O W ROOF PLAN - ELEV-B 33 SCALE: %4'=11-0" Z z z a Cl Q) C, w "V — Ow ZD � U M m N ■ ~ = p � cv Q Al 1� N N � h N s z z LU W.E�if IW7l.O .F M U�iiW•• Lwu O Q i• FLU "e%/�14 ; 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 Q' U H 0 11 NR�z i� 00 o �o /1 r.i. �z fqq z Z _0 \� N > V z :3 LU V U) N iCL L e)Ro M U_ igS 0 bow Ln $ 2 IN Ln � J T -I tii LU � z ~� F Z Z8 t � �- r 06 Z g LI J = a W f .-+ a to s SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO. 4 . 1 SHEET NO. 5.1 m 0 CN co Q 4 4'-4" 5'4" 3'-4" 6-10" 2'-0" Y-10" 7-8" Y-10" 5'-8" 3'-10' " T-6" STEPS AS 2-_0" REQUIRED TYP @ 1 STORY PER FIELD M A U.N.O. 10'_2" -i H B CONDITIONS S3 S3 ......... ..... ---------------- I+-------------- — I PROVIDE 1 RECESS -- i -- f J'1r� _ i---------- ---- ---------------}III-- IIII — _ -- �I f/- `, — 1r N II 1: I q FOR SGD. REFER TO � E ( I I INDICATES FILLED CELL w/ 3b00 PSI I / /// / I MASON'S SLOPE FOR I I CONC. GROUT FROM FT. TO BEAM III I I WIDTH W/ (1) #5 REBAR VERT ABOV SLAB I TYP @ ALL PLACES SHOWN III SI p ER 1 I //tea I HOOKED FTG. DOWELS 5" E BED III " // �' I ■ I W/ 25" EXT. ABOVE SLAB "G ADE 40 I /— If — — "' I ■ I I 2 -6 x 2 -6 x V-0 �� STEEL" r HVAC CHASE I I w/ (3) #5'S EW ( I I 13-1/2" MIN 3000 PSI CONC. SLAB FOR BASED ON I HERNANDO COUNTY ONLY I LOCATION 1 LAV ■ I I I 3-1/2" MIN 2500 PSI CONC SLAB / I CJ ■ OVER 6 MIL VISQUEEN VAPOR �o'-61" j I 1 BARRIER 29'-5j" I I _aJG" -V 1. G S3 w I -1- CJ - - - -IJ - - - --I - - - - - - /�i' I I t--J I I/ /' / //' ' I ■ I 21'-10" 8'-11 / / /�/ 8'-7" --- II 9' 0-)IIII 1 7 - ■: I ih 01 / //,w I � J U) I I I --- --- ( r-==nll I I I I I L I 1 IIII //7/ 1I I- 1 3 III1 6 . I I 19'-101" 1 2'-6" x 2'-6" x 1'-0" I 3'-0' x 3'-0' x 1'-0" 1 - - - I-t - - i - - -`" w/(3)#5'sEW _------------ ■ 1 .. r3'-io-,. c'7 9.1 31/2" /�W.HI�� I I I STUB UP TO I I cci I " " FOR A/OOR --2STORY BUILDER TO GG I rn PROVIDE APPLIANCE I I 7- _ 2- 2'-8" 7 L - S3 _ _ 1 CC PROTECTION WHEN I I — — —— — — — — — r— I _ 1 1e S3 I REQUIRED PER FBC j CJ _ 1 __= =f ==— 1 ■ I� INr ICI-- I D.W. I r,II I II III II I I I L l_J J 1 CC I S3 2'-6" x 2'-6" x 1'-0" a 1 O I I w/(3)#5'sEW I r INK w/DISP II I (Jn I r— r— 1 I OPT.I II II `,a CH E TO I � 1 I I 9�_7j 1 19' 7" REF. IS ND II °° j— LRANGE II N I I ri lam` I II ba 2 STORY I CJ I CC j I ■ : /—� J� N S3 i ` �a I CJ I �N ici I I 80 I I I I I I I I WC LAV I � I I I I i ■ ■ I C - - J (2) #5 REBAR -7" J I (2) #5 REBAR I VERTICALS w/ in S3 I VERTICALS w/ in I 8'4" 2'- " r 9,-11" FILLED CELL FILLED CELL ------------- ----- -------- 1 1 J I 1 S3 I P OVIDEY2"x9" RE CESS FOR FRT. DOOR f 1 3'-0" x T-0" x 1'-0" 1 0 '-0" r---- w/ (3) #5's EW r 1 I ■: �_ T — — CJ j ■ ■ I i -31 /2" O I 2'-6" x 2-6" x V-0" 1 " I .. ., fn w/ (3) #5's EW 3 6 3 10' 3-10 3'- 4-0' 2'-0 I 1 ■ .. _... 0 �: ■ I I 14'4- 6'-8" I 1 1 " 8'-0" 114" '-0" 16-0" V-8" I 2'-0" x 2'-0" x 1'-0" 1 I L I W/ (3) #5'S E.W. I S3 1 — — — — — — — — TYP. (4) — — — — — — — — -- ----- L S3 '-0" V-10" '-0" 5'-8" '-0" 5'-10" j'-0" 10'-0" 18'4" 21'4" 50'-0" FOUNDATION PLAN - ELEV-B SCALE: Y4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL $ TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. 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 CONTROL JOINT DETAIL SCALE: NTS I —#5 CONT REINF. SEE FND. FOR QUANTITY ,r #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: NITS U Z c z z Q a V1 o Cz 4--J w (1)(0 (1) <„ o •O w O f— M U w $ m� 0 Pi FM2 (V NNW_ C) CD ¢Al � I B D. " T: a ip p U1 N Z s z ram' Z. LU ,OLU Eo a� a Nin 1I x UM 1 .per° < 0 � �C, _z �. �F Lo .� Q�OF.-.•S', �� 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< w J Q O � Z z Z -0 z O LL- W UlN M z0 O Ro r- a o° � a Z Z W J f'V Ln t-1 W LLJ z Z8 I- u d' Z m 0 06 g W = SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO- 4ol SHEET NO. 6.1 (2, (2: , 0 F1 N I m Mo ro O N 4 (2) 4 00 00 UPLIFT CONNECTION CROSS-REFERENCE 6/20/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q 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 1 112" C H2. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" 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 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18) 1061-1/2 HTT4 2715 518" ANCH. / 20 1061-112 J HTT5 4350 3740 518" ANCH. 126 1061-1/2" HTT5 3225 518" ANCH, 128)10dx1.1/2 B ' 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 12 - 5/8" DIA. BOLTS L 518" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070"" 1 00Nj 5'* 8 -10d x 3" JUS26 1115/1060"' — 8 -10d P 1550/33 5 "" 1335/2820 "* 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 "" 1720/3125 " 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 112" MTW20 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (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 -1 SP2 1065 605 12-10d SPT24 1030 1 12-10d 645 555 12-10d X 1 1/2" ' MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 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-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS (+ +) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6 ) "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR L Cq�R�ER CONT (A) INTERSECTIONS. SPLICING LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. --2, MAX 2x12 @ 24"o.c. CUT TO SLOPE 2x12 #2 PT. YP. LEDGER. FIELD VERIFY TOP OF LEDGER W/ RT3A TOP & BOTTOM TO LEDGER (MASONRY) 1/4" x 4" TAPCON @ 12"O.C. TYP TOP AND BOTTOM (WOOD) 1/4" X 3-1/2" WS35 WOOD SCREWS @ EA. TRUSS VERTICAL SHED ROOF DETAILS SCALE: 314" = T-0" MAIN FRAMING PLAN - ELEV-B SCALE: Y4"=V-0" � z Z Q a. (D 1� a) cn 4--J w "V — Ow N c U w m� cN.� = N St Y Q� �o e D. N `O NNN_ O T � � U) LL^ W Q U- ° LU a. — 0°' / \0. \ W §""" M 1 . 5 � r q — U 0 "Nall IitIIII, \� 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 �u00 z CL J CL � 0 zQ O � N M U— P °f A F ►- y1y{ Q 6 Q NFm Z N W Z ..�P Z �8 v- 0 00 Z g tj = .-1 a cn o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO. 4ol SHEET NO. 7.1 a 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I L-- AMEND GENED w w w w w w J TYP. @ CORNERS 'P. U.N.O. UPLIFT CONNECTION CROSS-REFERENCE 6/20,1e MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2,5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2 D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 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 -1 Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H H 3610 3105 1 5/8"ANCH.118 10dx1- /2 HTT4 271 5l8"ANCH.120 1061-112 J HTT5 4350 3740 5l8" ANCH. 126 10dxl-1/2" HTT5 3225 518" ANCH.128 10dx1-1Q * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3786 5l8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I t IR26 1165/1070** 1 / 1 ** 8 -10d x 3" JUS26 1115/1060*" — 8 - 10d P HUS26 1550/ 335 *' 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 "* 1720/3125 "" 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" 1 MTW20 1195 1005 14-1 Od x 1-1/2" MGT/MUGT 3140 3140 22 -1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS ^X^ HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 - 10d SPT22 1 685 1 8 -10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 1 555 12-1 Od X 1 1 /2" * MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (A) r ~> (+ 1 OR 2 PLY CARRIER =1=41 11 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 2 �y Cq�R�ER (A) INTERSECTIONS. SPLICING 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. UPPER FRAMING PLAN - ELEV-13 SCALE: %4"=1'-0" U � Z Z Q a Ir/ I Z Cn UI' cry w 0 LL N c 5 V) w E r 8 x g� m N n m ch n N U 776� " co aid I NN V� "I tr e N g N z IX LL Q~ B W �W�' z H �� $ IULIS C vz �. ww. ss1G66t. "9 Cj F: l.O .� FESSIOXA �7/1ti(t(1911011, To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat 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 F 2 U � 0 8 Z 110 H 2 Z �2 V z i 0 j Q c V) N LL_ w =5� Z Z W r*4 N In ri &� " _1 LJ J Z Z a �`¢g m ' Z to W o w ° 0° g T Ln o SCALE : AS NOTED DATE : 6/20/2018 TECH: M]AMES VERSION N0. 4ol SHEET NO. 7.2 I L ls� H■YI 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-Llntels 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 verticaloa Safe horizontal load —` GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY MAIN- MEL= 1�ml 000 M8 MM a 8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB/1T 8F3218/1T FORM h GROUT SCUD '- U 0 #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE : N.T.S. C = E ^ P E E E • • ■ E ■ • • • • • • _ i ■ i all.0 e ! all • : : • • • • • • • • F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F 16— B/1 T a tNOMINA1. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. c pre s ntels - 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 Fg - 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR MIN. AT (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° ' °—.0—C.M.U. #5 REBAR AT TOP ° ° GROUT MIN. (1) REQ'D Q " 1.1/2" CLEAR Nl\ ° a { ° 5 REBAR AT to 3 4 m w a C.M.U. " O o-BOTTOM BOTTOM OF LINTEL CAVITY r� 4 - W W W, 1' K-$ L " L REINFORCING PROVIDED IN LINTEL ¢ d M Zr` p W 6 D D < •' O 3p ,� i N tr ° �, 4 #5 REBAR AT BOTTO AS INDICATED 7-518"ACTUAL NOMINAL WIDTH 7 (VARIES) r So o 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) m 4 M 0O a a 00 I 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to 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/detalls 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 6-10" LL 6'-2" LL O C� CO 6'-10" LL 6'-8" LL 6'-10" LL LINTEL PLAN - ELEV-B SCALE: Y4'=1'-0" Z g Z Z Q a U, Z to CD N 4--► w �o Ow to U w ■ ~ coo 4 crNi M C) Q, u-§ 4 Q D. N � tD.N-. �z z° U) W a InLit V a uL a Z 0 0 � 0)G LL Z H 2 CP W N% 'W 1� WW SENUCOM • •�,"`� F �••� 00 _ ! r r •n .�i Y GJ �i" 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 potions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �i z¢ H Fw Z M 'a 11,10 '*� � 4 J 0 �d �uj U Vn N UJ Tf Z ^ N W C Z N W Z� f Q ZI I-- N m r lV-0 06 Z Z :5n U ELL, 8 �M T-"1 OL V) o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO 4el SHEET NO. 8 A L* m M a 00 i I I I I I I I I I I I I I I I I I I I I -------------------- NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STE EL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1)i INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOWERED 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 ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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/fMS 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 ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. RE . PE. AND SHALL INCLUDE: : DRAWINGS N G U GSA D CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: SIDEWALK AND DRIVEWAY LOAD : 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2. 7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4• WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "1" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1, 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 11 „ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH AC1318-11 (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 00 G 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 WOO C E D TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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 A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (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-insection 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/8nkler systems includin all risers and spray headpns shall not be installed vngthin V-0" of the building side wall. 4. FBC-R R318.7- To provide for in for termite infestation, between wall covering and final earth grad2 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainfall occurs before vapor retarder placement, retreatment is requiree�d 9. FBC-R R318.1.5 - C crete one o and mortar along the foundation perimeter must be removed be%re extenoi�soI 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 imgation. 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 licensed control company before be issued. a pest a certificate of occupancy will 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. 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 T-O" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 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 0 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" 1Y4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" 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. U tv Z co CD z Z Q a ate-+ w tl •O c uh = U C5 m N o Qo o B D N N Z W z Q W " a' Z 0 0 a '9 H Z Q LL ��>,�tttNfff �JJf� O E o i •J o OF 2 -.., F L0 .•' i •....... •• QROFE S $1Ot�P 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 ru a �z o �1 n C/) LU0. o �- O > Z Z T3 N%-/ Z (0 J O u Ul N �W W ��P a o. Crf_ S 0 C/) � "u Z N� Z W J N� Ln T--I LU Ll.1 Z8 m �- t Z Z Q tu LU w 0n g (n o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4 . 1 SHEET NO. SIN -----------------------, I I I i I I I I I I I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — J a m 1M■ 10'-0" TANK -LESS W/H CORNER OF L �� HOME H C G GARAGE SIDE 0 0 0 5'-0" STUB -OUT FOR 0 o $ ,) GAS METER = ° (V • 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. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" 1 SIMPSON HTS20 OR (4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING w c� ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + +. + + + + + + + + + + + + + + + + + + + + + +++ + + r+++ + + + + + + + + r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + i0 +- + + + + + + + + + + + + + + + + + + + + + + + + + t + cry 15/32" CDX PLYWOOD OR 7/16" OSB `--RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER, IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Flller Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL w_ CONT. #5 > STD, 90' BAR I HOOK STD. 90° HOOK BOND BEAM BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/ (22) 10d NAILS TYP. �GIRDERTRUSS - CONT. #5 BAR 2X TOP PLATE 5/8" 0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR �j/i COLUMN AND j i,� SHEATHING PER PLAN CONNECTION %i' i' TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH - Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 4.- 1/8" min. )Small ?" min. r -'r gap 2" max. 4 max. - Web Stiffener Fastener Schedule -- Joist Bearing Location V_ series Depth End Intermediate 2-8d 2-8d 2-8d_ 2-8d 3-8d _ 5-8d 2-8d __ 3-8d 5-8d N't ` 1 Clinch nails 1 when possible ® BCI5000s 9-1/2" 11-7/8" 14" BCI 6000se BCI 6500s® 9-1/2" 11-7/8" 2-8d 2-8d 14 2-8d_ 16" 2-8d . _ 6-8d 1) Support back of web during nailing to prevent damage to - — 11-718" 2-8d _ 3-8d web -flange connection. - BCI 60s® 14" 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit _ ` _ 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7! " 3-16d 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 5-16d 5-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4' max. 16" 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist, DOUBLE JOIST CONNECTION - Blydsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or ID Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q. -- Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges io l.� ❑ is 61r A 1Y" ROUND HOLE MAY 61� 6,r DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 1Y2" higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer y Plumbing when load bearing - for lateral support when joists ', I✓ meet over wall, or wall stacks directly over wall or , beam below Load bearing wall must stack over blocking and wall or beam below.* — — — Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER, 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. .Install tight totopflange. Filler block. Nail with e.., 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height -] — - requirements 0.6 X Joist p `depth I -JOISTS BUCKETS N.T.S. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY W FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS SEE PLAN FOR---'•• d FOUNDATION INFO ' , a' STEM FOUNDATION GRADE REINF. SEE PLAN a A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. — LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 1%I r%r— \ /r 1"1TI/1 A 1 TI Ir11 I 1-W 11 PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE PLUMBING LINE PENETRATION 4 A . . . 0 . . .� i0 Z \ • °. • �2 d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4' PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE a ° A °. ° d SEE FND. PLN. SIZE & REINF. Cn z z® Q a U) Z t^/) CD w cn 4—J W PQ p O W L 12 �LA 13 1" C.) W o 8 M m� M 0 � N = SI C. 1n v �< d Z WN z z M W aNyW a YJ U z t10 M 0 0 ce . w ^ m V vi '°o Z a �� 8 I& W'tfi'fdr►' o Irv. N �, o W uJ �''�r,• r//' i t i f W tNO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com wo Z< w¢ 0 $Q�o a A C/) U N Co O F Z I j 0 O U U fV 4 r-4ui g a Z In J tti Ln .. rt Ii1 Z z Lu ko V- Z tj 8 0o g = a rn SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION N0. 4ol SHEET NO. SN 1 I I I I I I I I I I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — J (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ..i @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `n PITCH > 4:12 1, ° . (2) LAYERS TYPE I OR TYPE II T A (#15 OR #30) UNDERLAYMENT D FOR UNDERLAYMENT FOR ROOF PITCH 4.12 OR LESS. Tr to REQUIREMENTS SEE R905. PRE ENGINEERED WOOD �TL AfM TRUSS @ 24" O.C. U.N.O. _ 12 HURRICANE ANCHOR @ EACH - NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ Z 8= - — �- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA riON LE SHINGLE ROOF 7/16" O.S.B. MIN, SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB — INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12 0 2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — GARAGE W/A HABITABLE ROOM w/ (2)16d TOE NAILS @ EACH END s „ „ „ @ (U.N.O.) (OR / GYP. TYPE X ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH / 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE STUD BELOW S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ Xf�1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS L L_ SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". — SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS -- 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE __ _ O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2" x 6 W1.4 x W1.4 ° ° ° ° WWF OR FIBERMESH TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END 'SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. �--(1) ROW 2x BLOCKING @ MID HGT, FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 a ° ° ° ° ° ° N—`ELEV. -0'-31/2" Z31/2" MIN. 31/2"MIN.WWF OR FIBERMESH d ° ° d °a° A.F.F. O A, ° d ° 2x4 CONT. ° ° v ° L+ . ° ' — 1/2"(min.)- 4" ° ' — -� 1/2"(min.} 4" ° d ° I la a a a ° ° ° ° a N � 31/2"(min.),- GARAGE 4" ° •'. — — DEPTH VARIES ° e ° (2) #5 CONT. 4„ 1'-4" 8" GARAGE SLAB AT STEP rB TYPICAL BEARING WALL (c� STEP a@ SHEARWALL SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C N• 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SCREWS @ 7" O.C. "EE HEET LOAD BEARING OR PC5' S91GU c 16M_ 1.. rl�ll=�ll� SCALE:3/4"=V-0" \ S3 (1) ROW 2x BLOCKING @ MID HGT. " �,,. ,ri^�n u� Zd.Cl)Ihlhf,IFali • . 31/2" WWF FIBERMESH 6 MIL VAPOR�II=I .�Il" = S BARRIER r GRADE COMP. SOIL.'.► -(COMPACTED ■■ �.. TO • -MODIFIED PROCTOR1piga 11=ASTM 11�11�11= • II. .. • . D1557) :=111�11�111=11= ill CONT. ON CHAIRS •1 HOOK `i U.N.O. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL 8 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND o PAVERS / DRIVEWAY CONCRETE SLAB 14' c PAVERS O.H.D. RECESS • Z ;. •.. . RE 411 SEE A/S3 OR J/S6 FOR REINF. INFO. _ 3" MIN. CLEARANCE 00 N 1' " (1 STOR ) / T-8" (1 STORY w/ DEPRESSED SLAB OPT.) N 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13 TO.H.D. RECESS •E Fit ' M :'. 4" °P SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) RY) GARAGE DOOR SLAB RECESS rT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 00-0" ° J CONT. BEAD SEALAf a INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °d ° C M 6MILVAPOR = i' = 7 BARRIER �i i e SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH FR NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.)T� I M AT 24" O.C. MAX. FOR TRUSS CONNECTION INFO ` ° SEE PLAN FOR _ TOP OF BEAM - &LAYOUT DESIGN SEE ROOF PLAN OF c ° e a (2) HTS20 FOR STRUCTURAL 4 BEAM SIZE & N ' � q r CONNECTION INFO ° J' 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w a SCHEDULE CC SEE TYP. WALL SECTION FOR ADDITIONAL j 6x6 P.T. #2 SYP SLAB INFORMATION o J W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. � _ TO FOUNDATION PAD ,� INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL j j MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT M wl MIN. (2) #5 VERTICALS oo ? R Q ° E FILLED SOLID (SEE PLAN FOR _ _ _ _ ° _ a _ _ 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� � III-1 ° °• =III=III =III=1' WWF OR FIBERMESH Z H w I—III=1 —III=1 I=1 I= -I I w BRICK PAVERS or SLAB PER LU 80 = -III=1 ! • °• —_ = z_ ° ° 0'-0" FIN. FLR. COMMUNITY SPECS w ( -- 4 _— _ — -- `' I—= —III—I 1=I I I=1Ti=1 i I 111i=1 i t III III —III --I i 1=1 1=1 I 1=1 L_ III— FOOTING II — II=III �1111= II,; ,II -III III—' BEYOND III III —I a ...• . , • PAD REINFORCEMENT iI111iiIII Illl 3" MIN. CLEARANCE v••y • SEEFOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" ... ► . •. CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 314"=1'-0" SCALE: 314"• 1'-0' S3 SCALE: N.T.S. S3 CD V zg z z a Ln C w C� o •V — OW 0 c �In I--- LU M O U ¢ ` .00 Sri < o • / N_ O Zo C N 1• LL tu N r �jEll us �ZO47 LLp,af'r'�r,�pj�j FL1R1!• •PTJ '0�OFE�S10 �\q /I"I1ilif t({, k k I i� k 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 - Resldentlal 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 2001 Tampa, FL 33607 www.LennarTampa.com za U) a 0Wz 0 021 _ Q 0 o N 0 Q 0J 1 . L W aGG Q Z Lii N W W W�i W6j15 Lij V' Z 8 00 00 z Z g L 0 =UjSCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO• 4.1 SHEET NO. S3 (MONO) r----------------------- 9 I I I I (2) 2x6 OR (2) 2x8 I I TOP PLATE SEE I I PLAN I I I I I I I I (2) 2x HEADER TO SIT I I 2x6 12x8 WALL BEYOND FLUSH TO THE OUTSIDE I I SEE PLAN FOR HEADER SEE PLAN FOR SIZE I I CONNECTION I I I I 2x DEAD WOOD @ MID I I I I POINT w/ (3)12d I I TONEAILS SPACED I I DOUBLE 2x TOP EVENLY I I PLATE HEADER FLUSH TO OUTSIDE OPTION I I I I L— — — — — — — — — — — — — — — — — — — — — — — J �Ia �\Np) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 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 DETAILri SCALE: N.T.S. 4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT BLOCK WI (1) #5 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .' STUD W/ (3)10d NAILS 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/CAMA W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED C STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL E K/S4 o SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB EE TROWEL FINISH SEE \ o GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" 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 TO DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW NOTCH LINTEL WHERE REQUIRED 7 FOR CONCRETE PLACEMENT / ■. r :.... - • ' ' •' • � • .I 1 !l 11M ��IIII IIlI -III IIII�� NOTES: (DFILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4• FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE G S4 w \\\M0\\1\\\\NEEN\0M I 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL Ct EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 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) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL LOW a ° ° DOOR STOP MOLDING v? a ° 2x TOP PLATE GARAG 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 (TYP.) SEE ELEV. 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 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 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 L IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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-7 /_,� NAILS TOTAL) EA. SIDE OF 48, SPLICE STAGGERED • �10d @ 8" O/C STAGGERED FROM BOT. _/ "U ATTACH ALL J SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK EXTERIOR TOENAILS DS REINF. INFO. W/MOUNTING ANGLE TO 70P PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC TYPICAL INTERIOR NOW AT LEAST 4'-0" LONG. TYPICAL OVER STUD BEARING WOOD FRAME WALL ,1 TYPICAL GARAGE DOOR BUCK rK TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C 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.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS ISTUDS 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 SCALE: N.T.S. 14 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SD52.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7l8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE K*­N SCALE: NTS S4 SP4 SP2 SIMPSON SP4 3P2 SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING X P.T. SEE SECTION AA/S1 FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE AND BB/S1 FOR 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" 0/C FOR 2"x10" OR GREATER HEADER (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. O SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 �N�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Si FOR ADDITIONAL DETAILS LINTEL d �C d ADDITIONAL DETAILS RECESS LINTEL d SIMPSON SIMPSON SP4 SP2 ki ..r NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 - 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE —2 X BLOCKING a I I 2X8 P.T. BOTTOM P TE G' x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 • -(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 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" o PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD 54 B o • SIMPSON SP4 w/ (6)10d x 1 12" So (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW @ MAX. (MIN. (2) PER BOTTOM n IFLI 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 0 V z� z z a U, zCZcn 0 � w •V — 0 '" V) ~ _ M M O N tL -a ¢ A o Al I Q D. Will ;r N •D ry W Z� G' z U_ r W ii W Q `� _4 LU v cZ 0 a °x of '9 x LU �1,11641 � �w\w SO oN �io E CID -`� `J 6N[� . a _ Q ' F� 4 /�Q'90 ........ I O� 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 slgnatu. and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �gog �o z4 a O U Q^ z Q. iz z "a `J O � W UJON Z z N Ny�� � J f LLJ Q $ � n4 Z z Ws�B m 0 z g z = 8 ,-a a cn s SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO. 4ol SHEET NO. S4 -----------------------, j SEE STRUCTURAL NOTES AND I NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD I BLOCKING FOR j FIRST FOUR I ROWS OF TRUSSES @ EDGES OF 2x4 CROLB SHEATHING APPROX, 8" FROM 1 TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ j EA. END @ 48" O.C. I I I — — — — — — — — — — — — — — — — — — — — — — — J i JI TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H1 OA w/ (18) 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. @ 24" O.C. 1 7 NAILING SCHEDULE SHEATHING DETAIL FOR � OUTLOOKER BACKNAIL w/ (2)16d NAILS 2"x4° SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL 45° t 24" MAX. II TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ 2 10d 3" ( ) 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT • OUTLOOKER EDGES OF "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACEo 0 EXTEND AT LEAST 90% OF AT LEAST 90% OF WEB @ 2x4 CROSS BRACE 8'-0' 0/C. WEB LENGTH & NOTCH AT ' LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (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/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. „ 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" 4" O/C SPACED @ WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12 O.C. FIELD INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. 1 I MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. I I WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odxl 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)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL O.C. MAX) w/ MIN. 4" GABLE WEB WEB, USE MSTAM36 w/ (7) SECTION 1 EMBEDMENT IN KO BLOCK SECTION Ko­2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 S5 TITEN ON OUTSIDE REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP r M M CHORD BLOCKING ;o go INFORMATION WOOD TRUSSES go 11 2x4 RAT RUN BRACING " AT 24" O.C. ON TOP OF -- BOTT. CHORD FOR 4 TRUSS SPANS • ATTACHED W/ 2 -16d • AT EA. TRUSS JOINT 2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " ( (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF SIMPSON HGAM10KTA --J BLOCKING 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS wl (D = 0,148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (4)1/4"x1 1/2" SDSL O/C 2) 16d TOENAILS @ EA. END NOTES: SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 1 /4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. �'S CJ/ 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT IINIMUM 2x :ROSS BRACING SEE PLAN FOR 10dx3" 0/C OCATIONS) TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT ?"Yd" MIN RFF M/R5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 RUNN ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED w/ (2)16d TOENAILS OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SIMPSON H1 OA 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 WALL7, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS '.C. 4MAX.M ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) X.- 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/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T' ON TOP OF PANEL SIMPSON H1 OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C 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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" BOTTOM ATTACHED w/ (2) 10dx3" 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" @ 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER —. (2)16d NAILS 2x4 T' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION K�4 SCALE: N.T.S. S5 SCALE: N.T.S. 15 2x4 OUTLOOKER @ 24" O/C 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) r-GABLE TRUSS r1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR - .- `"L�tCONNECTION SECTION K'9 SCALE: N.T.S. S5 \- 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) 2x4 BLOCKING W/ 1 (2)12d TOENAILS 8d @ 6"0/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4' TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. 0 NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'41 T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2' SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 7i h 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20 -011 MAX 20 -0 MAX "X" BRACE SEE DET. J/S5 -, c- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I �Ippop For NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C9 �' zCn z® z a N U (1) C +--+ LU � o .O UU Lh 120 �N U 2 slow_ 0 ri N �o Al I B D. 4 ` H_ ` 4 a.�N I N N G N � ' Z Z I Qa�r_4 ua Lu Lu Q ate' Z o � x WLZ ,���►III�tNrrrr� � O NC. OM V, To the best of the Engineer's knowledge, Information and bellef, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Englneers 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 _< u n s W CK Hw x J Q. cn J z -0v Q O Q a N M ID z Po 95 �. Q Z N z W N� Ln 111 � d- Z Z ul � m 00 z _ Lu SCALE : AS NOTED DATE : 6/20/2018 TECH: M]AMES VERSION NO. 4ol SHEET NO. S5 r-----------------------1 I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — —'J (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P P0, SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE p 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD J 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d uJ �f= LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C W TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 rB-*"'Y R SO. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE L S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT E PLAN 0 OR FELT I PAPER FOR MOISTURE JBARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"xWX16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL A' FINISH a FOUNDATIONE PLAN & NOTES) M v 4"x4" INSPECTION PORT AT � EACH FILL CELL TYPICAL � w 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH .� MUNICIPALITY 410 6" BELOW GRADE N • .. Q FINISH GRADE o0 � �• \ mac! Cn • .• 6x6 W1.4xW1.4 — — _ : • a' _ q z WWF OR FIBERMESH * HOOK (3) # 5 REBAR ON 3" CHAIR 4e�Pl� "--STD. 90DETAIL) W/3" MIN. CLEARANCE (SEE DETAIL) TYP 2-STORY WALL SECTION SCALE:3/4"=V-0" S6 ri SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 112" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1 /2" TO BAND JOIST AT EA. STUD e /2nd FLOOR WALL_ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rW� SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST V-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING - FLOOR TRUSS SEE FRAMING PLAN 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2'-0" OF END WALL W/ (2)1 Odx3" @ EA. END INTO 2"x4" BLOCKING E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" I I NAILS @ 24" O.C. INTO TRUSS I II. BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" QS 6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" .— B.U.C. (8)10d NAILS TO STUD PER STRAP 19 r SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'4' ��S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > V-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD F(MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P,T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH T— •. A' io I m1J (3) #5 CONT. ON 3" 8" 11-8" r 8CHAIR W/ 3" MIN. CLEARANCE -017 INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 15/32" OSB EXPOSURE1 SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET- (2)- 2x TOP PLATE DG T V 111i 15/32" OSB EXPOSUREI F SHEATHING w SOLID 2x coo C BLOCKING @ ALL C SHEATHING EDGES (SEE OPENING SECTION X-X _ o. U C x w x E 2x STUDS Lu BEYOND. y SEE PLAN o 2 9FLOOR SYST M 1111 IZ 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. O O 5 FT. 4 FT. O5 FT. 4 FT. A—__7 (D4 FT. 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING ZONE DIAGRAM o�TFR\ FNi,1,_o ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TIC ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD y ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD z_ ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE tOd RING SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 W oSHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH r� PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO Z N 0 STUD AND OR BLOCKING AT ALL EDGES. LL , u. A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8 318" "S" = NAIL 31W SPACING S �4"12.S U2" 4si�/2 „ ® SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS ® 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ W O.C. W/8d COMMON NAIL @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL (Lb 4" O.C. W/8d COMMON NAIL QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. @ (2) 8d NAILS 0 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: " 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2' " DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". O AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE To VERTICAL W/ (4) 8d NAILS (2) 8d NAILS (� 3" O.C. C WALL SHEATHING INSTALL. S6 & NAILING SCHED. 14 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 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 . INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN, SLAB W/ 6x6 W1.4xW1.4 tt WWF OR FIBERMESH a •.. a • �' �• 1=11 I 1 -11111A. 111111111111 •; � .� —III—III d •� .. •. M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 1 2 (1) LSTA30 4'-9' (2) 3) (2) (2) (1) LSTA30 9'-16, (3) 3) 1 12) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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. SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE T 1 IIt; It 4 2 (3) # 5 REBAR ON 3" CHAIR JI 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" t^6 ADDITIONAL INFORMATION. J U' Z co Z a. U, 2! cV(D 0 ^1' cn w "V — Ow ' `+ v W F - S m N N M MM C M N pso U § ¢& Sao aS o Al I B D. ry r.g n c N D C4 z 4AZ ry` z to w �� usus Q Ch ? Z PG 11AF m Ulo, W a ar F rOrESC fittll�R���� To the best of the Engineer's knowledge, information and belief, the structural plans and sped0cations contained within these drawings comply with the 2017 Florida Building Code - Residentiai 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com o W za w< X =o U) C J SVr � Q 0 O U) _ w o �_ F= U) N M w J z P I- r� QIn Z ("4 J Lr) ..$ $fig dcV' ¢ z k IS 00 Z � t8 2 rn O V-4 a in S SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4ol SHEET NO. S6 (MONO) CS 0 n LO MA I I I I I I I I I I I I I I I I I I I I I I ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D 2x8 BLOCKING FOR STRAP L1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE -AT! STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON `f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1-1 L4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" JOIST 0 SYP 2x8 SYP STRINGER MUST MAKE FULL / CONTACT WITH LANDING \ 2x4 CUT ON BEVEL ' DOES NOT BEAR IN D WALL GLUED TO 2x8 F �--ALIGN THIS STUD WITH A / -2x SYP CUT TO FIT 1 I BEARS IN WALL I r�12x12 SYP BEARS IN WALLj I K - I '-2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON14) d1M 2S NAILS AT STRINGER CONTACT POINTS -3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP [SIDE) 2x4 GLUED AND NAILED (EACH STRINGER-//�� 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER DRAFT RISER AND TREAD P / 3YP DRYWALL STOP MUST \ TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ I" X 2" TAPCONS @ MAX. 32" O.C. - SECTION VIEW "A" SECTION VIEW "B" 29 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 SYP STRINGER MUST MAKE FULL CONTACT WITH LANDING ALIGN THIS STUD WITH FACE — -- OF 2nd RISER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT TREAD J STOP l I 2x SYP CUT TO FIT ' 2x8 SYP DRYWALL STOP MUST NOT TOUCH 1 STRINGERS '� I BEARS IN WALL IE I 2x12 SYP BEAR X4IN WALL I I 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x6 SYP 1 / \ 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ / AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) 2x4 CUT ON BEVEL / AT STRINGER CONTACT POINTS DOES NOT BEAR IN WALL ' SECTION VIEW "D11 SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS SCALE: 1" = V-0" SECTION VIEW "E" SCALE: 1" = 1'-0" `f-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L1X4/GLUED AND NAILED TO STRINGER \ ___1IKOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN / 2X4 CUT ON BEVEL GLUED - AND NAILED TO LVL I C 1 ROVIDE MOISTURE ' \ PROTECTION LACH ALL COMPONENTS / STAIR TO CONC. W/T" XTAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER / SECTION VIEW "C" SCALE: 1" = 1'-0" TOP OF STRINGER � CONN. TO BOTT, OF NEWEL POST - PER CONTRACT I 1 v -- FLOOR GIRDER PROVIDE SOLID BLOCKING OR 1 x 16" VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL P :L POST LET INTO ILOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES OST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = V-0" F SECTION VIEW SCALE:" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRINAR 2X BLII OCKING PSON MTS{2 w/ ' 10d x 1 1/2" Al LS \__RD D OR 3 2X BL07ING RISL;e VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" Z Cl) Z a U) z V'1 C9 cry 4--► w •V w 01.21 E C M U w t— Lb7 N CC f0 CU Q rn u.) � o Al I /r N-. N z wzmNsz_ . 2a __ aW LLI 15;_Nf Z O mzw+ i C3< C) LLZ Q N i3S W a o0 I U U F ww ag.1 1 ///// ❑ �%�� R N \\ 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 - Residentlal 0th 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 n pnQpQ�t OOvU 22k Lu U WW O z 'D� Ird (1) _1 � 3 W o N o oC . a95 W ;tU ZLn N Z J E Z ZZ V8 4� 00 06 g = � ,-1 a V) f S SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO. 4ol SHEET NO. ST ----------------------, I i I I I I I I I I I I I I I I I 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16 OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 —1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4" LONG X 3/16"0 1 X 4 FURRING 3/16"0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16 TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRYTHROUGH �� 1-1 /2 DETAIL MASONRY THROUGH 311 DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1 X4 P,T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS j 10d @ 12" O,C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"PJ X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 21/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 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 VERT. BRACES WHEN HGT, OF BRACE EXCEEDS 24" o LEAVE A CUT OUT IN O.S.B. ON T ;z 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) m INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL �9 ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 M PER INSTALLATION DETAILS ARCH DETAIL rK B_ B SCALE: N.T.S. SS 0 GLASS BLOCK INSTALLATION NOTES . A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP $ EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT a REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER N COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. 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 REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT J FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS CL TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE °2 WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 0 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. Z-0" SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN, OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EXPANSION STRIP UNACCEPTABLE INSTALLTION MAX. 8" �� DO NOT DO THIS �• FILL SOLID BOTH CELLS #5 REB (TYPJ STD. 90. HOOK LJL F/I v ILI o. t5" — NOTCH WEB AT FIRST 2 COURSI :APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"X21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4' X 31/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS 2X6 TO 2X4 20 ga. PANEL ANCHOR 1/4" EXPANSION BOLT (2 9 ga. PANEL PER ANCHOR) REINFORCING (EVERY OTHER COURSE) EXPANSION STRIP SEALANT 6" MIN. LAP SPLICE W/ REINFORCING PANEL 6" MIN. LAP SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 12 SEE PLAN JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL FILLED CELL PER FOUNDATION PLAN 1R YP.) THE :S x �\ + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL .�0 FILLED CELL INSTALLATION 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O,H, (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD 'rly PLYWOOD SHEATHING BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + + ENTER SOFFIT SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' COVER 6'-0" �F F EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE • �.� =i .. . °• ° e GRADE s c�7 ° �n. ° (2) #5 REBAR. MIN. 3" 16" MIN. 00,COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" #5 REBAR (TYP,) 10# 1• 0• 1• 1• 1• D. 90° HOOK (TYP.) 1• SCALE: N.T.S. cGF: cuGI=T n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z U_ O w F- @ FIRST COURSE '4,p# 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,--2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" NISH '► ° • . ►: ' . #5 BAR p ► .: .• CENTERED W/ ►.:'• •. �► IN TOP c KNOCKOUT/ N • CHAIR BLOCK ls MONO FOOTING _ •► ► • SIZE AND REINF. PER PLAN 1 • AND SECTION DETAILS CLEAN FILL ► • ! DIRT b z •. STANDARD 2 #5 BAR IN 90r HOOK iv r • FILLED CELL, : v , _ "''''CCCCCC"''''It - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING D STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. (D V z z a 0 � o •� w O Ln = � I- s U '"UL2 ' N c+> R N U �00 a Do , p� �N_�pp "o CnfMV 00 Z z Ham. 10 aCn �Z�`�' O a Zth <$ Q N¢ W IL o U U O SENC.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 0th Edition. Engineer's signature and sea) 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 a u o? z Q 0. D `� 3 E OU > to q M _j u 0 Q� Ln ZN J N Ln r—i LU W Zg z m oo Z _ .-+ 0- U S SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO. 4 . 1 SHEET NO. Sis CROSS BRACING DETAIL (TYP.)_ SCALE: NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS-7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. —\ A A A ♦1r/ L-Ivu `W LL!\Vr r r r\V VV •V L-LJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -�= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS 2 (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1/2" = V-0" SIMPSON HUC410 w/ (14) SEE PLANFOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN INDICATED ON BM. FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT A � A SEE PLAN FOR SCALE: 3/4"=1'-0" BM. SPLICE OVER CENTER OF POST i � EXTERIOR ATTACHED SCHEDULE 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 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE. 1/2 = 1-0 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 / I SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD � SIMPSO LUS26 wl (8) 10d NAILS MAX TRUSS �C �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 P Y TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN o THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR INDICATED MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM COLUMN SIZE & 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR U'j2X4 CONT. AT CONC. MASONRY TYP. U.N.O. LOCATION AND DIRECTION ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER n SEE FOUNDATION SECTION AT LOW ROOF 9 m PLAN FOR MORE INFO DETAIL @ INTERIOR BEARING 3 X5" SCALE: NTS V WOOD TRUSS SCALE: NTS COMMON B M . ATTACHMENT �18 A c PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS o SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS 7 VARIES 2x STUDS @ 16" O.C. �7 ram' Ley , , ,T' �n ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d 0 ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 4" O.C. INFO. 0 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER ir � 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE = TO TRUSS W/ (2) 12d TOENAILS a PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES co STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD GABL S. SCHEDULE PLATE MORE INFO. TRUSS STUD) LOW ALL E - SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d - - 2x4 BASE PLATE W/ NAILS 16" O.C. ALONG W/ OIL VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD y @ ROOF SLOPE SIMPSON LSTA30 w/ (22) 10d NAILS OR (2) 16d NAILS TO f SIMPSON MTS12 w/ (14) 10d x `- EACH COMMON >'y _ 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ r= `� BELOW 16" O.C. WOOD WALL - - TRUSS/ FRAMING @ OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER ' NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. .4 r r STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO a. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD SEE PLAN FOR PLATE BELOW _ - MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING TRUSS OR TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ ROOF SYSTEM r -! SEE TRUSS PLAN Q MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER 4. (24) 10d x 1 1/2 NAILS @ 4 -0 O.C. i W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR , TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. a' MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END o CONNECTIONS TO G.T. EXTERIOR. WALL � SECTION ENTRY 8 CONNECTION(*�22SECTION AT HIP GABLErl2SECTION @ BUMP OUT 39 SCALE: 3/4" = 77, SCALE: 3/4" = V-0" SCALE: NTS SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" 31 DETAILS & SECTIONS z':'® z0. z a 4✓ w Ca o �V - O w CID v —V, '® m N - oo$ U s �Qo O �Np Vt O N O O e. ZO �ts-' z° N LL Lij me LU w W — LL a CD i ° LL LULU "~ Q` SE .l v ° % ✓ 4�' LU W 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 f 01 U 0 01�2. � 00-1 a Z O � z "a N N.,000 11�1O U LLj cn O d- 0 W N C/) o M Q 1915 ' J LL C) ZIn N z z~ *h m �. z W LU NS O � 0- SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSIONNO, 4.1 SHEETNO. D1 00 N cc (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. EXT. SHEATHING MASONRY WALL A BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO O A SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2j 2 2x HEADER SEE PLAN SEE FOR 2 OF MASNORY & 8d NAILS T/B FLANGE 1. APPLY SUB (2 10d TOENAILS AT EA. ) BLOCKING / � (3) 2x #SPF INTERIOR HEADER DETAILS 2x STUDS v FLOOR + ADHESIVE TO STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. © 2x4 CONTACT 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER SURFACE 0 2x4 #2 BLOCKING U.N.O. ON PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d �� 10d x 1 1/2 CLIP EACH SIDE •� OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS END OF ,°• INSTALLED AT EA. END " G.C. VERIFY INTERIOR CORRECT BLOCKING REQUIREMENTS w/ (3) 12d EA. END TO HORIZ. FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB INF • • • 1/2" GYP. BOARD OR BLOCKING TYPICAL BLOCK WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ (11) 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (4) 1/4 x 2 1/4 TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ WOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"ll FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM WIN W IS INSTALLED). SCALE: 1 1/2" = V-0" AJS BLOCKING PANEL @ 24" JAMB TO FLOOR TRUSS/ SOLID O.C. (MAX) AND @ EACH PROVIDE BLOCKING BLOCKING BELOW. SCALE:3/4" 1'- 0" SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @cy 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES 16" O.C. @ AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C.NOTCHED REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILS O CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT �o A TOP PLATES LENGTH ON STUDS W/ 11 10d (1) SIMPSON LSTA30 w/ (22) 10 @ CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. OPENING LARGER THAN 4 ft (2) x () 2 SILL PLATE w/ SIMPSON LS30 w/ (6) MORE INFORMATION 12d NAILS AT 6" FLOOR SYSTEM OR BASE PLATE 10d 1 1/2" 2x CRIPPLES @ 16" O.C. 10d x 1 1/2 EACH SIDE 2-STY. FRAMING O.C. TYP T & B — SIMPSON SP6 w/ (6) 10d x C PRE-ENGINEERED O SIMPSON SP4 w/ (6) x (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 C B H B FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 AT HEADER / SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. OR LVL GIRDER WALL) @ 24" O.C. SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD IF OPENING IS GREATER THAN 4, All III L4 JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) TOP PLATES BE SPACED WAN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE LEJ 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON H w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS 16d NAILS & 5/8" 5/8 ANCHOR BOLT w/ BOX HEADER SEE PLAN E F I Np F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft 2 2x SILL PLATE () SIMPSON MSTAM36 W/ 7 () 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) (2) 2x TOP PLATE 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D o: BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE /` SIMPSON SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 w/ NAILS AT BASE 10 10d () ° �� NOT REQ'D TO HAVE CONNECTIONS. • : • ' "PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL AND EXTERIOR PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2 STORY WALLS ONLY. HEADER CONN. @ 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ MATCH JACK (24) 10d x 1 1/2" NAILS AT TOP AND STUDS BELOW BOTTOM TO HEADER 5 FOR EXTERIOR SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @ GIRDER r7 (IF CRIPPLES ARE LESS THAN 8" SCALE: 1/2" = V-0" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = V-0" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = 1'-0" o ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 1 () Od x 1 1/2 (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS END OF HEADER @ OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO ! SIMPSON LS30 10d PLATE THEN DOWN THE w/ (6) x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 "FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ! ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. 'O FAY L9T �? Fs/8-x�T 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x tiJjN Op TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2 EACH SIDE ALT. HEADER ANCHOR THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 8 IS GREATER LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 N O 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ° EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c• AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ 1-JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ W O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] �10 TOP PLATE SPLICE DETAIL s SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = 1'-0" Uv® a c/) (9 CZ Q) u, 4--+ w o �V — OLU to � � U LU M m o rNi m U" co ¢i �o eD.� 4A�pp M CP LU LL aw w LL a io 01 Qa Z � o JJL = � ! �t W N c° ❑ O� rN�U P� FLO //'y o'90FE 5S`lp.\\\\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply wtth the 2017 Florida Building Code Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com g6g uj za rx U LU �R C!) O CL � O z M '0 M %%.000 �i U LLI U M _j R 9 �° LU Q � z J N Ln z Lij t— t- m O d' 00 z � 2 .—i 10. cn o SCALE : AS NOTED DATE: 6/20/2018 TECH: MJAMES VERSION NO. 4ol SHEET NO. D2 I RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 0.3 in: 12.0 in R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. I BARRIER VVV ��� TAPE EXTERIORR703.2 WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3ia"-�° BEAD OF CONSTR. (0.6 cm : 30.5 cm) 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 I 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, I I OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND with the upper layer lapped over the lower la ( ) j pp pP y Pp layer not less than 2 inches 51 mm .Where joints occur, felt shall be lapped not less than 6 inches 152 I A88EMB1EDNA"DO" z OR EQUAL WEATHER PROOF CAULKING 03 EXTERIOR 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 I �- © CEMT. FIN. to meet the requirements of the exterior wall envelope as described in Section R703.4 WEATHER SELF -ADHERED FLASHING BUILDING PAPER z TI Exception: Omission of the water -resistive barrier is permitted in the following situations: BARRIER BARRIERR SEAL TOPS OF JOISTS WIRE LATH 1. In detached accessory buildings. UNDER DECKING SUBFLOOR 2. Under exterior wall finish materials as permitted in Table R703.4 I SELF -ADHERED FLASHING (SEE DETAIL WP07) 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. I I HEAD FLASHING TIE-IN INSTRUXTIONS: R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or I 1. Cut, fold up & temporarily secure weather resistive RIM JOIST penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The ESE DETAILS ARE GENERIC AND barrier above header to allow for flashing V1. flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: installation ANT TO SHOW GENERAL FLASHING D WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back headIN 1 1 11 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 USED. over flashing and seal with tape 2 2 O following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW SELF -ADHERED FLASHING • SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER • 1.3 In accordance With FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A In accordance with the flashingmethod of a registered design professional. 2. At the intersection of chimneys or other masonry construction with fame 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE 4. Continuously above all projecting wood trim. EXTERIOR SHEATHING �,1 INSTALL SELF -ADHERED 3 ADHESIVE BEAD OF APPLIED ADHESIVE TO BE APPLIED UNDER ASPHALT ADHESIVE THROUGH SELF -ADHERED 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. P Y FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING 6. At wall and roof intersections. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 7. At built-in gutters. OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL LETTER ON CHEMICAL , O SCORED R703.6.2.1 Weep Screeds COMPATIBILITY RELEASE PAPER ~ 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 SELF -ADHERED FLASHING SELF -ADHERED FLASHING, \ s (BEFORE FOLDING, SCORE 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF 2 3 THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING O,- PRODUCTS DETAILS. 2 s SELF -ADHERED FLASHING rJ TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND NAILING FLANGE 1 4 ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 0 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 1 UNDER DECKING 6 Detail Instructions Refer to the #Din detail that in BOTTOM NAILING 8 (SEE DETAIL WP07) 2 % number marked as each corresponds to the numbered items the list of FLANGE instructions below: 1. Install self -adhered flashing in order as shown by numbers SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING / HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER • 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) - �Ground� 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 SHEATHING piece of flashing material (6" x 6" Minimum) 1 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner Water Resistant Barrier g. Mechanically fasten as necessary Lath SELF -ADHERED FLASHING Sheathing PATCH Stucco 7/8" Cement Plaster DOUBLE ® � 4 in accordance With JOIST ° a ° ASTMC926 ° 7/8" Cement Plaster SINGLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING ° Foundation Wall ° ° Felt backed metal in accordance with lathe in accordance ASTMC926 SELF -ADHERED FLASHING 1 a a ° With ASTMC1063 ° ° Felt backed metal 3" MIN 2 Q °° Building Paper lathe in accordance SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 FLASHING FLASHING O 2 ,��� 7/16" O.S.B. Building Paper 5 st sheathing 7/16" O.S.B. Metal Flashing '; sheathing SELF -ADHERED FLASHING SELF -ADHERED FLASHING 111111118 FOUNDATION WEEP SCREED • DECK JOIST OUTSIDE CORNER • Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Stampede or similar Weep Screed cauk bottom 1 1/2" to 2" joint only Above Roof Weep Screed Sheathing Installed As Per Manufact. Specs. 1/2" Cementitious Cement Plaster Decorative Finish in accordance With ASTMC926 v,o o•- All inside and over wood 2nd ,o.o•° • o outside corner will •,o• • floor . °, • need to be miter •.°•° cut and caulked all '°°°o.o• o,o•: butt joints need to • o. ,o•• becaulked using • �•° ° • ° ° Stampede or sim. caulk for all Note: The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster over block 1 st floor WEEP SCREED DETAIL NOT USED ' NOT USED NOT USED SCALE: NOT TO SCALE Z M Z Z Q a �✓ cn 4--J Lu C� o °O w Ln U mo M C-i N U Q ' " 00 pQo e D. ry� N N IW CN i LU N M WWW.FDSENG.COM 0 ❑ 00 0 N O N To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com za 4f Q a~ a �z 0 W �Z C1)FF� Q Q- UJ 0 Z - �O 0 O N '� O u, cn. N M Cr LU g � J p; ¢v�„ ZLn r14 f Z W J N LA * LLJ LJ.I 0� d " i3 � u m 06 Z Z :5 `',,W LU O •-+ 10- (A s SCALE : AS NOTED DATE : 6/20/2018 TECH: M]AMES VERSION NO. 4ol SHEET NO. W P ®r March 20, 2018 Re'. Wood Construction Connector Compliance for 2015International Codes a 2017 Florida Codas p To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Los& of.Wat Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM 01781 Teat Method for Mechanical Footenars in Wood. Both methods determine a connector's all rnabie bad as the kNANK of the following: 1. Lowest ultimate of three tests (or average of 8) with a safety factor of 3 2. Average load at 1/8-inch defla tiara 3. Calculations per American Wood Council National Design Specification for Wood Construction (NOS) 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 bated material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Crlterie for Joint Hangera and Similar Devices in October 2018 to incorporate a methodology to evaluate products to the 2015 I -Codes, Simpson Strong -Tie is working on re-evalusting wood construction connector bads 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 bake time. While manufacturers work with product certification agencies to update their wood connector evaluation reports we recommend that building departrnents under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 8130/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.atronatie.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 800.999.5089. Sincerely, SIMPSON STRONG -TIE COMPANY INC. AP4 Keith Cullum, P.E, LEED AP d wfBDW Engineer, Southeast U.S. Branch Pea° t of I . Bfmpron atrona-Tb Comparry Inc2221 Country Lana MoKimq, TX 7500Y Phone 072.542.OSY8 Fax a7Y.542.413a waw.etronatia.cam A3 FL17244.1 ESR-3455 A23 FL10446.2 �, ESR-28M N cn U N, L CL O •� U -cu Cl) (D -0 V C O 0 O 0 CL 3 c 0 � _ CU O �� •� (n Q 0 L �� L L � 1102 `= Q � . - - -1 U) HD210-2 FL17232.3 ESR-3446 HU210.2 FL10856.4 ESR-2649 H0212-2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 T PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 H021&3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU28 FL10858.3 ESR-2549 - As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the Information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a bullring permd. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. HD2&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 FL10858.9 ESR-2549 Catagory/Subcategory Manufacturer Product Description Approval Numbers) Toot Pressures - HD810 FLt7232.4 ESR•3445 HU810 FL10856.10 ESR-2549 1. EXTERIOR DOORS HDO410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200804 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,1 +87.0/-87.0 pef HGA10 FL17699.1 Evaluation Report HGAtOKT FL11470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481,8 +87.0/-87.0 pit HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM20DO03 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,9 +67.0/-87.0 pat HTA16 FL178W.4 Evaluation Report HETA16 F1.11473.5 SM200802 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +87.0/-87.0 pef HTA20-18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FL15225.1 +87.01.87.0 psf HTT18 FL17324.2 Evaluation Report HTT18 FL11498.1 ES•0130 Tham7aTru Smooth -Star and Benchmark FL15225.5 +87.0/-87.0 psf HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 ThermaTru FlberClassic, Smoothstar, ClassloCraft, Rustic FL7840.1 +67.01.67.0 pef HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTVV20 FL17244.8 ESR-3455 HTS20 F1.10458.23 ESR-2813 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 pal HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2613 PGT Series 5570 FL251.10 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.25 ESR-2513 C. SECTIONAL Cbpsy Building Products Residential WindCode Doors WS (8X7) FL15279.37 +30.01-32.0 pal HTWM18 FL6223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 Cbpsy Building Products Residential WindCode Doors W5 (16X7) FL16279.53 +30.01.30.0 psi HTWM20 FL.8223.2 Evaluation Report HTSM20 FL11473.11 SIM200002 Clopay Building Products Residential WlndCode Doors W'8 (8X7) FL15279.85 +38.0/42.0 pal HUGT2 FL6223.3 Evaluation Report HGT2 FL10458.18 ESR-2613 Clopsy Building Products Residential VNndCode Doors W8 (16X7) FL15279.102 +37.0141.0 psf HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR•2813 D. METAL LOUVERED ORS Curries Division of AADG, Inc W7,707,727,747,and 847 Single 6 Pairs of Doors FL11637.1 N/A (see inst sht) HUS210.2 FL17232.8 ESR-3445 HUS210.2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10858.11 ESR-2549 2. WINDOWS HUS26 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 A. SINGLE HUNG MI Windows and Door Salsa 186 FL17498.2 +50.0/-55.0 psf HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 PGT Sales SSW FL239.7 - HUS28-2 FL17232.8 ESR-3445 HUS28-2 FL10858,11 ESR-2649 S. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15361.1 +40.0/-50.0 par JL24 FL17232.7 ESR-3445 LU24 FL10555.103 ESR-2549 C. FIXED MI Windows and Doors Series 186 FL15349.1 +40.0/-40.0 psf JL26 FL17232.7 ESR-3445 LU28 FL10655.104 ESR-2649 PGT Series 5620 FL243.9 JUS2742 FL17232.11 ESR-3445 LUS210.2 FL10855.107 ESR-2649 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A JUS24 FL17232.10 ESR-3445 LUS24 FL10855.109 ESR-2549 PGT Series 5500 FL281.1 N/A JUS26 FL17232.11 ESR•3445 LUS28 FL10855.111 ESR-2549 E. OTHER - JUS28.2 FL17232.11 ESR•3445 LUS26.2 FL10855.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10855.113 ESR-2649 JUS48 FL17232.11 ESR•3445 LUS46 FL10855.118 ESR-2549 3. PANEL WALL -_ KLEG3 FL17241.15 ESR•3444 LEG3 FL10587.71 ESR-2875 A. SIDING James Hardie BUIding Prod. Cemplan k Lap Siding and HerdlePlank Lap Siding FL13192.1 - FL13192.2 N/A KST200 FL17244.15 ESR-3455 MST80 FL10852.7 ESR-2105 B. SOFFITS Alside Sold and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf ._. U) > O -0 O CD^1 W^ fi �./ / CIO ` 0_ 0- U O L �'y^, U) CU Q_ F- LU CU W Q W Z Z Q J LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 C. OTHER LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR•2105 LSTA18 FL17244.18 ESR-3456 LSTA18 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852A ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Fail Undedayment FL12328.6 N/A LSTA38 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED LTS19 FL17219.2 ER-0200 LTT19 FL11498.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Verna FL16918.1 - FL18918.4 N/A LTS208 FL17219.2 ER•0200 LTT208 FL11498.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A LTTI31 FL17219.2 ER-0200 LTTI31 FL11496 3 ER-130 Lomarxo,Inc DA4 Exahust Vent FL17202.1 N/A LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 E. ROOFING TILES Sorel Tile Villa 900 FL7849.27 - FL7849.28 NIA LUGT2 FL17240.2 ESR•3447 LGT2 FL11470.7 SIM200803 Borst The Saxony 900 FL7849.18 - F17849.20 N/A MP3 FL17244.22 ESR-3466 LS30 FL10446.15 ESR-26M F. METAL ROOF Gulf Coast Supply 6 Manufacturing, LLC 0.032- Aluminum Gu"Lok 16" wide roof panel FL11851.2 R3 N/A MP34 FL17244.23 ESR-3456 A34 FL10446.3 ESR•26M MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2eW 5. SHUTTERS MP5 FL17244.22 F_SR-3455 LS60 FL10448.16 ESR-20M A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15078.2 N/A MPH3510 FL17240.3 ESR-3447 WM1418 FL10887.88 ESR-2615 All American Shutters 8 Glass Galvanized Steel Storm Panels FL17889.1 N/A MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 MSTA15 FL10862.8 ESR-2105 COMPONENTS - MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3465 MSTA24 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie we chart MSTA38 FL17244.18 ESR-3455 MSTA38 FL10852.8 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MSTC40 FL1724428 ESR•3456 MSTC40 FL10852.11 ESR-2105 Mi rek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A MSTC52 FL17244.26 ESR•3456 MSTC62 FL10862.11 ESR-2105 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL8527.5 N/A --- MTW12 FL17244.8 ESR-3455 MTS12 FL10468.33 ESR-2613 MTW18 FL17244.8 ESR-3465 MTS16 FL10456.34 ESR-2813 D. MATERIAL Cast -Craft Corp. High Strength Concrete Lintels FL158.1 N/A MTW18 FL17244.8 ESR-3466 MTS18 FL10466.35 ESR-2813 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A MTW20 FL17244.8 ESR-3455 MTS20 FL10468.W ESR-2e13 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.5&11.25 FL13904.8 ESR-2616 NFM35XIOU FL578.3 Evaluation Report MBHA3.5&16 FL13904.8 ESR-2616 _ PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 The products listed below did not demonstrate product approval at plan review. I understand that at the time of Inspection of thee* products, the following Information must be available to the Inspector on the jobslte; 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. PAU68 FL17239.13 ESR-3449 GLTV3.518 FL10567.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3518 FL17241.20 ESR-3444 CS18 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10458.5 ESR-2613 - R8150 F07244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17238.3 ESR-3448 H10-2 FL104W.7 ESR•2613 RT1&2 FL172W.2 ESR-3448 H10A FL10456.6 ESR•2613 RT18A FL172W.2 ESR-3448 H3 FL10456.13 ESR-2873 RT3A FL17236.3 ESR-3448 H4 FL10458.14 ESR•2813 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2813 - APPLICANT SIGNATURE - DATE RT5 FL17236.3 ESR-3448 H2.5 FL10458.11 ESR-2813 --_ - RT7 FL17238.3 ESR-3448 H2.5A FL10458.12 ESR-2813 -- - -- - RT7A FL17238.3 ESR-3448 HS FL11470.3 SIM200803 RTSA FL17236.3 ESR-3448 SP1 FL10466.41 ESR•2613-- SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR•2613 SPT24 FL17244.31 ESR-3455 SP4 FL10466.43 ESR-2013 -- - - - --- SPT4 FL17244.32 ESR-3455 SPB FL10458.44 ESR-2613 -- - ----- SPTB FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 -- -- --'-- _- SPTB FL17244.32 ESR-3455 SPH4 FL10456.48 ESR-2613 - ---- - -"'--- - -- - - -- - SPTH4 FL17244.32 ESR-3455 SPHB FL10458.47 ESR-2613 SPTH8 FL17244.32 ESR-3455 SPHB FL10456.48 ESR-2813 SPTHS FL17244.32 ESR-3456 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10855.3 ESR-2549 THD28 FL17232.18 ESR-3445 HHUS410 FL10855.4 ESR-2549 THD28-2 FL17232.18 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD41D FL17232.18 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDOS-SDS3 FL10441.1 ESR-2330 THD812 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200902 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM20OW2 UGTS3F FL2033.1 Evaluation Report MSTCM40 F01473.19 SIM200802 UPHDS FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200902 • - - LGT3-SDS2.5 FL11470.7 SIM20DS03 - - LGUM28.2 FLt1473.12 SIM200802 SHEET NO. PA 1,0 _ _ Florida Deprtrnok of Bualmss A Pmbnioi E1 Regulation BuNdiing code. and Standards Product Approval Application Detell e4N1111110m role mokm mE MMdn Nlrriets alms lidmerAllemm midamrallL IU,Mon 2017 Tkame•71V COMWON Feet WARM Lyrdm F. Sall" P.E. RY0 A Wo PA Oadaaaty: b,ener Owl (410)MM740 PE43409 pis)M74M 8rl1 111101 41®Oe,erDOorAwwreew adaOnabMPWWarb. 0wyerea Aleemf dokrsson Ropon tame odor Pb11ds npMwW Melded or Leered Peres PmbaaraW or~ aAmemm papa, 1aeo,6 FbrW DeprbnaM of BuMnew A PrdNebnW Regulation Building Coda and Standards Product Approval Application Detail Oa,rpwea up. Fbwpwe 0100, DOW (lnwa rwouh nbp; x oonap«om) amogia Yse nand BIG AN MM wa Use ammo smisom malls NAsrdALbmr )Neetd.Ne midarm LeaMW !siia■elys aedwal NYIa 12M V2017 12t192017 /2I2lr1017 Pareap MCAppma ARA" 2017 Thwm"Tru Co,patalea Rlck V*W Lyrmon F. aok,redl, P.R. Ram J. Kft P.E. Dakp01yI E ftb Dare (410) n►1140 PE4340 (013) m48M MiCaYeer i SA__ -- DowAmmelw seem. OW4 men adders! EoeA160en Report am 6 era Fbft R99WWW A d*Ad «a Uamwd Fbdds ar1rLAm Animal ion &Mmmm mjme 1e01a Nall■ alMA !■! IIae $60" at nlmmislllm mmLaa blNNa am■mLm Nob= dam■ N� toeretn■ldslm Gsmnasl 1 a mama -arm pbor-0laaeb and e,e,aef•aW timid Ease bega rebp6eDw Opepe 12a11221 No YM No NM r. Clebarq NaWol BspeAMbrOtNOMrgalaquot Opaque 12OL eal p ldw6i; mMpraam)� 111 mft. m#4tesem) m m sour Wlmfil■ GANa1,Di Melgob kftff am attallam ttm ban mialm YroirEat salted IYiarrAimaem miWWst mi1arW NnaEmIW e¢aa®rl enemas Orr. 1011pOM7 O7N2rl017 10RsrAt7 /2n2A017 Appewd PA wo 2017 7Maee.Tm CrOarallaa Rxk YMOM Lp nF. Bellddm, P.E. 14e1, J. 10ne. P.E. Cataeaty: Dawn! Deals H19)a1w1740 P543400 (013)7674eM e, bareery: heads,. a saw Doer AeameMa ddoaOlwkMpaauteML DatllPeatl4a laaeraa EbkrMian R6pedbsme Cam Fbft Repkemd Aided or a IkrrW Fbft PrObealm E,*I a6orlAimilor ardmemlledm AgaisLuum ANUMILO M tm0 followlea Nor! mv*w Gumldr Nlma■abmWoMm rmOQ 2MOML rs ■ablla taste Nan! mirlYaarlme amtmimam t e. 71em1a-1},I FberCY,mb and amo6e.ser ,4o,wW taps. Ylad9lenMMalMquoC OVmpe r102D No Yea No NMACmpwb Bdp Few amo Des 0 . Tkw,rr and 12G/ManamaapretNarabpmdapat Opaque fya1. pn.akocubla nil; x oalrtpwmw Yale NdrLa mime NYdo b= ams mosawAmm NdidEM Rwebn am? T emawTnu Owpa"m lira VM41rt Lyt,da,r F. 8dvAK P.E. "'L IOp, P.E. CmbpW.eaaAw Deer (419)210•1740 PE434011 (313)m4Ma aumlCalepory:eMiyrp Etdwbr DorAeemeew ddmONAlNaaeriwem4. Dattplaw" admen Evabo nRepot talea am Fbdds "WevedArdaed or lAoweo pbeba PiUbe" Dplreer ammiNdmhmkm Florida DBpubmwa of BwirAu A P ofnWm Regulation BuUdkp Codese and Standards Product Approval Application Dalell pepalal 11 1,14014 13HNti1t 90 looks ON go RMLEN� No mare mi.lm owsom alma EmbrrAUl MWMII wL midis Nmmdba tiGAmcnd how" a" RwMm 2017 71erm►Tm capmefn Rick MkbM NarMel AeaoAYYmk my" J. Ken, P.E 12FAMI? 010112D17 1222=7 Approved 04eewb 0 - Dora (419) MI740 Mseeamrd km" (ana) m4M6 8100219 W BwY,9 Ddrlw DwrAwa dulm ddetOreekgoNrrr,e. OsapNmnIlaelet C6rY8 1 Makes URbp ,con sevinaLlmom arlmammmm homaghtm AamaabLak amas ama Nat mr■g2mwtm lmelmdlmmmmm 10111INK aaalbim Ea■let z■ i L iquett2wdoCrMepet wm &*MtSWMWWk by "arm eo Opm*m ante ONMd Fbrpm Dow WON 12131=t No YM No WA 7bwm@-Tnagwt arm w0... node..lrr- I wd Odawho Florida Department of Suminew A P ohs" W RepAdlon P41 Building Codw old standard. Meg+ 1Mm6 Product Approval etaill Application D+Atpo16 pp yLNaml6i Florida Depsofirant of Business A Professional Regulation B Aft Codes and Standards Product Approval Application DstaN P—taa6ll: u am Yale adL&B m gm alb Nn■LOt aft gm a Lbome am 1liaYlwi midrlW Nand BG.ANMN among alma om a" llm[tal■a sort NolmwLL6 mm mdomm x d MemMW EARAs®W Amoral Naar 1011w2M7 GTA M7 ioms=17 12n2O017 AOpsasd ReaeMr 2017 Tlrnera-Tmr.,F, lm F4*w4m LyrM F.ad,-adlP.E. ftm-LMacP.E. Ion6Re17 0112E017 101180017 M 12n2Q7 Apposed Gait Natal Yes gm armor. gaLb do am cosawr.Feareram* (419)291AND PE�S100 (e13)M4M �■ mime �� G1� lr� � miWW Niece Aogo M■a $40dopey:01.1 E.vmhm Dow AwneYe ...- arwW...-,ends RavNlod 2017 71eme•Tru calponem Md1 VA" Lym10e F.Bakmldt P.E fta J. Myp. P.E ton N20t7 071121017 t0H1faD17 12n2r1M7 Apprewd Corperr Edema Ewseem now same a am oateery: F', , Dora (419) M•174o PE4100 (BIa) m46M Florida RaprMN Arched or a Lkmma RoIW r admOrekMOaamawda Proeedo Epemw CDW# ft Mdho* Bv@kMOar RNW ** aaapermamefatawkeOmRapmBema a torn f mosiAL rlrm Mated «. LbmaO Ptree Eros aomrlJslYn 1na00a aemasalotYr Ysiwmoa meet Mamas memo !am■ Nor! ftl6mLNoi&mmkKALNm Erl■ommWm Yaemtaeroeae NrWALENb ■Nor almrrWlrcYr 1kaMi eemaelaaLlYt Yreloemea )uses Masada YniM Elam pip Yes No MA 0 I. Ttermatm Fbwe -0eda wd Smoodi4ar W , NAM A*Nt MYrpadapmt owW 1241am0 No Yw No NM Alva Canpwtm MP F"Vbn type ego« a" baMMIdMJkVAKKAIM o lam anal Len Rom" Eeuamk owwYpplmrY,a ](oonlbnellan) 14 n. TMme•Tm pbapobedo and anmolMeM NoneW 8sp10 as 11 onkpedapet Oleead 12atr1020 No Yw No NM C-*Oft Idea F I anaaa Bklpna Doan p"^iei�O111NY s x anfea6wn) DunNm RdLba a ar fist A111KA Yes am amtaele no [3NWf>m miWW 1(oo� ZELAUMs A®sY Ness Use mimed armmaa toms s aNKAMW moodo E moor beers arLAao■W Aw■od Mlle 12fl3fM7 12H1a017 12OV2017 Palma FBCAppwM Roaebo 2017 TMrrw•71u CMm Rbk VYrpd Lyn4on XYp, P.E. 12H9/1017 12naaM7 12Q1rM17 pypdypFIC�d ao saftm no Nab OdLbo a ar Do Coeeay:6daar Doom 9labrrk.Pt. (41%1M•1740 Pa•4a4M (60)J. (Na)m46M mm 2imhe mmmbdm Gams lomeaiLYlms midarWNa )NOW weaNYa tsGAlmllsl Amman Nm1a SWOeYery:9Mlgi Eeeeer DoorMameela .1" 0mOppmwaa,IL Fla-mm 2017 TkemilTN Cat04,eeatl PjaawpM Lyndon F. eaMaaL P.E. R7m J. Dig, P.L 12nata017 1211NOI7 1=1=7 ail Fec APm 0aeapeerre6 dolled: EValm" Rapat ham a awn Oedema Darer Doane (41%201.1740 PE•4408 (813) m4ION FMda Ray6Mad ANl .. U weed n.W eWCwprp e6kpYp DMeW DtarAsew(Mm . a -.Is IL Pleleeelma Epemer t:ewPae,tes Indent E1wIN I Rawtoma own Fbft R Ardded or s Lleensed Fedd6 ■iteV,au ANEMML LWR AIEmeL1nLIY! feels ➢Mr gwoL mmm A■OMMUKNM AeM wdAw m Im11d alien JULAW !lam Bohm Errs !a! blooLo emam alrs,b akdoL m ELIRRU gmtlMlllUlt ANN" Pnrar Yea No WA 0 L Wdff#w ru F6«CNWm4am e a amoe0lr NOn1I1d srauNCNem mosomquot o and BA W 12Otg No Yee No tom1 YlmrArl■rt ammmiloeYm am■dlatYR lades go" COrgwIY Fps Fem om npb Dew ILM 9lmmLlm lambs Elm (weep1oubwk ;x-I%WWNQ U n. TMnna-Tor Flww4mmmw and anmoWOW law I MpsO �Oewd lzml m No yes WA C-Veft Gap Feel _ WlLtlldk are0madm)� Fbrlde DeprOnaTt of Business A Professional Regulation papa+a+ mdng Codes and SYedads tool& Product Approval Application Detail 501NIkNl ai Books Ym no gmAmem gm Am *MR lbmMbllen Sams smmamA&bm miWPaNsL Ye10■d limas EFLAMEN ANOWN Ora Ravbbn 2017 ITORWTm r. F, RM,WedM Passional Aae4mnA Ryan J. Nip, P.E. 12FAWMI 0171112017 12=1017 Apposed Daamer/r fed wDace (419)NO-040 Nm1,e0eaed l,erw pipm4lss6 eebCael«P: awkpkp Derby DowAmew Ma atlwOneblewr,rmis caalPearea loam!CarmkWm MwkwLefp am gmrtamm■m AOmmrtlaft A ommamlJlm tasks Yell■ Nor! blo LYmedom mlmassmYnNaar rmllm a■o ma Brides Elm■ a 0. fWataneaY►fediqust No kwate-A m d, by as 6rd a opaque am ohm Fberpem Dear awl 123tr1ml No Yw No WA 710errtTnd4uot and worm. aMsra. weep No ou"" mead" Florida Depahnark of Business A PmAwaloral Raglrlation Badlding Codas and Standards Product Approval Al 0, DetaU Papa t a 1 1401016 Florida DepeMarM of Bushess A Prolaelona Regulation Building Coda and Standards Product Approval Application Detal Papa, a+ Moll AItl1>iW ail anions! Nm gab 2ML mom Use Sri Ndka gib gib gdLbo" Use nmt )bat■ amldoom alma AndaKALM= *ktw&Ua YMNIM Nmmrtl MGAmm i AMMO AYES Aran ME" mmbwm ammo NOmrLALbm Nddm" Vied" wembt alLAN O Amman Orr 1Ywebn 2017 Nip' ' wm Dose Dad.at40u Lub Rabrb Lanrw awm aL Uddr. Pe Mn3/2017 OW 1rJM7 awa"IT lwiom? APpowd RwMen 2017 N VMrdoaa and Dora Bwnt Mr,ar Lub Robrb Lam Bevan M. tm* PE 01nar101T 0/111/2017 01116R017 10r1 WAIT Approved Coeery: eaMr, Dom (717) aesoaoo PE42614 (717) 3174W Caberp: 9Yee,br Deals (717) 3163300 PE42514 (717) an44a AmbOdeean:SffpNmwlerporAsaarrrfe MNrgsrOndrd.aoe aWCaepry:MdYpmarbrDerAaewblw bOipesdaliwmn eadpabaw meemt Mkmtlm Repot loom a cagMa left! EvakedI Raw Dom e Fbd& Re-' Ambled or a— pbrW PebMIRW EnpYew Fbrlde R gi W AAMed «a Lbaleo FbNa Proftealm E1pY1Nr Bt1NaIeLook b sellumbeeam Nap MI&NLONW galesliaaOOLM �� aalileim Brads mmema Wt Eo VLQNN m amiNmbmaam Lamm gmimLm amimmt Elmo 1 SERU420ALUMOMOM etas" 420 ALUMBARA e0 ,O)(0 121alms we Yw No WA 2 SWW$420ALUMMMO 0 1111E0420 ALURIVIUd 900 OR, XO, XX 1213tr1M8 NO Yw No WA 14e414114Me0800WK NON40HPORCED 04g1m17aMpet N0949MFORCW Floddo DeparbnnR of &.0rom A Professloned Regulation Building Codes and Standards Product Approval AF I A 1 -1 DetaN pip, a, 11 laaw& BORN M go Alan gm gm YawAaen Use Ama MEMO Nlmomea Sand ImmunAlome Ndi*AJK midmW wears ZW&AMMW amount awn Roomm 2017 VAN Yrdews arm Dore Brest ft"w LVe P1' I l011e6 Sam M. Ullmt Pe 0101341017 Mnviol 7 02116=7 IomoaM7 Appoasd QualRo y: akedrDea a (717) a/6d1IM PE425M (717) smsam eWc eaain.OftEgerbrDWAWWMN Wmpftembi own comploaa mews! DekrWonr Raw Sama Pnadds R6akered Malted or a UowMO Fm peal," a1rOk16R asionauhlim QWNLAmmem Aatmldmtae Aoe■ooLiff o lams go" Nat EndoLmodmjkwhKKAMM Lar■Nmdmm Ym m1NNQ NlmmLmu DNA" ammo a aERIEa 42CAUJMMrOW REINFORCED BENRX 420 AUA Nil ROD AMPOP40 ONO 1201rims No Yes No NM 1464Na4re7AM6q,mt Florida Depatrow of Rusin mm A ProfeabnalRegulation Building Coda sold Standards Product Approval Application DstmN Florida DspMoard of Business A Professional Regulation BuldirHg Coda rid standards Product Approval Applk dim Detad rapa, a l 1150014 amimum gob Nml.n no Ym EdLacan go XWk memo Omooba Geatd NmbeaAlllelr mmmwANa NNW" Andorra arLAOUNd arms/ NI■a neWmn 2017 Will 'owend Deem waatsopr LVb RorlD Lonw Raw"K 1AM,, PE W13=17 comirdo17 08116r1M7 10n0r1017 Apnmmd CONOW. I Doom (717)385-= F11412814 (717)317.OW e6ba6leety: Mft Eekmlw DoorAemw bee MMgerO,raad con C4elperHw mo mt ewkwom Row dawna Pb,him Re-' 'Ambled or a U0911401 Floras PrafamW Enprwr agiolklibLim asraW AWANMUK M 60MM KAN ■as grim itt EmdoikeLmokKBLNM O dOLONEldlm guagAmbooLma kowi; 20MAL lNQ ankmm EO 4 WRrA 420 AWME MusD REMIPORCED EEREa 420 ALIMMUM IOD REND M 1201=4 No Yee No WA XO, )% askuohmMpbt Florlm Depwbnwd of Business A professional Regulation Pp 1.11 Suaft Codes and 3bndards immix Product Approval Application Odd 13MN0201 Um NINE NNR%d a alms EosemAlWme iwmmdk %NNW M60 W r ANNO A■mmM lbem RWRbn 2017 Cbpmare- 1,1001101111000118" irk VVeeerIeM Idwek l4elp 0ervew NA owypbwdr 11rJ1rJ017 aN1012017 120600t7 APPaved caeewy:aembroors (613)rm4m Im (613)e1e66M eWcdeerrn sedb e1 F I DOW ASmenda awe lwsaeraetlOdopeyJem COW40 a meemt cwm mkn Mak «Lwq 11i7MD'eLeoemm Rama Lest oaeoNaaaddYe a mmnmk *NIXNM ar = owddkl= omkmm Q M sea vas 1e PAN 2F16a: e41L a, 7a 70.10m, 190, 4RBT, SemiPan (M L 260 ) Dorab W (arr m 16V o6r iAm No Yw ale .ao PWI-W 408F, SPIRIT, 6RBF, at 43.66 400, 4A SM. Gana GD1BV, ones, Gma, ARss. AMW. Foes, UOSV Mae) V4DODDEM74; Wp e Pape Dow Par FlorMs Depoln as t of Business A Professional Regulation Suliddg Codes and SM Is- I FlorMs Depoln as t of Business A Professional Regulation Suliddg Codes and SM Is- I M4 t a, taws Florlds Deprtornt of Business A PPdaekmal R sUulstlorn Wft Cod" and Stanndrds pest, a, talus!. FWftDWwb.mm ofOusinen&ProbadormiReguMm Building Codes and Standards Pp, a, 1aea16 Florida Building Codes A ndd StIR Nam l RegulationwD,6 ftpldi Product Approval A 11, n DOWN Product Approval Appil"S m Detail Product Approval Appkedon Detail PFoducl Approval Application DoUN nalu B! gsae Ale Imam NrtmlmMM Alan isms iMiNKSLb1■k Ndkmd L Nm MIND miWW sears NmAmass B&AomW gm Ammrd timer EAiftNi! aY Are mimbe Madame[ NBNIut 920M N ioLLL am )bloods! Nib fmb DdLnlaa milord NetmM amL EEdss Nm Am■rt Mar Rat4m m g� am NomE ■ombebm Books Quiet EsmmJLIMM mogd m gm gm xwmm Netllra okba m 9GANNM am Amman mmr ljAlilllAi a0t Um lambs mind"= NabLa gams 039WAL&Lmmr midid" gm no DdLbo" gmiw demand 17Ga■mld gab Ammw Ora Raaebn 2017 N V 1 ', arm Dore OpaaeareN I Dare MiONDWF Bafp&WWOMAeanBm oaapllmen mama! BvdeYee PAW kom a and Bmipw Lae RabaM l.on,aa skew m UrMr. PE (n7)304s0o P14M14 pt7)91744" bemipaen".0 n ananM7 Den trpi7 08nN20t7 ton0t20t7 AOpowd Raa,ren 2M7 POT kekrwlw Caen«►: Darer Dods GubCdWp8lfyf*WDowAmmmN Clerrperrtm mefod: COMoOm irk r Weil been Rewt NemaOsde e000 •Cat Mbni0a0a soxb • VAL (041)4MMM (7e8)a1tb2M0 drumhoppOrmambbwamw 12r10rN11 ttrmnol7 ta126r1017 Appraaw MMM 2M7 cunRES Okebe dAADO, w DdaaerP:f6rbr. Daum Came ma Yells!Cams YaWIrk or LM V Oedb Wes UL LJC Ted Berms PE (641)404,2844 (aM)8864m m .a 1113wml lomm7 12A YW7 Appomd RarMal 2017 N VA ', and Dora OMpap: VYYMwe C Idkat Hung Wall or LMbp awed aWpr Medan Mdraaakukl Sewn I. LAM,. PE P17)a66Ja00 IbletboklremAeeodeem (777)9774464 ami 12rdMT 12n%=i7 VaNdaed Fbrbs A -' ' Ard,ewa or a Lkw,wd Ronda Prabeft Enghow Let amiNLA� [mWtlaaldom samommmmimno AaaaldlgLtm NAMMiARNm kum aml■m mind Nee■akt Oar Elm■ lag 10 80D4m Mate. Nwea kepwc mda0 rmtgmla astlaNlmY1N■Dun V" 54dkt0 Obn Dow 0004r1021 him gmWLoa Yes Yw limes Yes fte WA lag I WT. m, 7n, 747, all M akpe rat Palm CO Dorn EeretaaWsim amouLammooLoo FLAIL oust sod L weed OWN* sod pall of 12021AM kobw 00Md0010. ammodbLum �� Yee gwdkm Jz Yam, am SWAM Yw Rion f'Jaama WA art 2 Ill ail gmdkA��InitiOsim� ageolum dom amaNeeNWiwamr 6204 Fhq%w Fromm Km saps Hulls 1e010201e goNkhmm ale yea NmYms No comma •e0040 s 8mtlE8420 ALUM1Waa 900I■IIF0110ED tram 42D ALUMNUl wD FEBrOF,=) x 124112016 No Yes NO WA Nr�ad� ltlaq ocamoaquet Florida Deperbrmnt of Businew A Professional Regulation p+pa + a, Fiorillo Departamnt of Bushman A Professional Regulation Pape, a, Buildbp Cod" sold Standards 106=18 Budding Codes and standards ,acM,e FlorWa of BIJNraw A ProfesmrHal Dep ubrant Regulation Papa, a, Florkh DeWor nLl of Buahm A professional Regulation papa, a 1 BLdWIg Cadet end standards laws Bedding Codes and Standards tabet6 Product Approval AppNaalbn Detail Product Approval Appikallon Detail Product Approval AppAoa- Detail Product Approval Application DoUN ddillk■ gob Am" aft Nor MOLBO" no 6alillm awn Boom Nor Nor NdL&Nlm no a3t11u6411 13911D!ffi )Dora mama lam b9m Sams amboLLLMM miamem midarr Mended anhwaa hansom alma Um )femme Mleldlmm Good somamAlmlml miWWwt Edda! AdEw aMGAsm d Amman NAM Oak An Im om Iemrblon 2M7 1;aimmL Dlam Rupees Cbpep.BWf,p Pretl,da 0ongny Derr ea loom Gomm N &ALWAI on 9 deium let WwlarYp YsarbkT (61a)77040M deep 8aerleea tick Oary sP � Nor gm midaema Amaaad 1102MV17 Mna7017 aLBNAN SCAaamal am hmwg 0104=17 alma Appeaw !mi Um minim lawalon 2017 womamL �BrWfp PPmwrmre Crawly Edww Nora Gams ZmkuLLUu YadrlWsL a1M lop I mUewt6k TOW90 'm NA oery ePh ~ gm gm aaAraoa m deld Mimdmt INGJYmmd 112101017 081100017 am Amount 12A6RM7 a" Appowd me law 2017 MIM " wwoo m Caftyarr.VfrOrpwOido Doropeettee alefot Ce,tleaetlm,, YrM «LNIMp amdsmrpw Aemko AmMuluml Seaar M. MICK PE 17) Aeaem (717)a1744M k 17) 386 arw•aaln 12*113017 120/4017 011"4018 Appeaed PA.Mm 2017 POT kwkmm 6 �0err Wlmea y' cedparae deed!paeloalmon irk «LMbp Own Runk aeeff*08 eeoc0-CER NmdD6de BCCO• VAL 0NU4e64t as (7e%N0.2M0 �' 19rlaa017 t2cmIT 121710-2017 Appowd cabow. , Beoe D,Irlr Do«Aewneew �y.aam MaCM1aPW. RedlmW MdOW Der Awaeem dre6eelnetlOtlOpay.oe,a omp0maa msemb codmoma irk ar L1Wp Cesereenw West COMMON Mark w LAMme _ dAIRUbuLawas dCiuhmumOmm NIaN mm Laer{ardda a taw= 2dd& 00Q l ONN A■om Nap haboLomwjbmawjgmm tmieoOWAdgm godmasmumbLaw mltitia gmdamdQ Brims Ella ai � 1 IN PW 73 a 72 kerloee d Glen 0400 1a No Yw No a80+80 8 Pw4m (Laps Nub VOO Fed Widow 000/2M) Yes Yes Yw WA Nat AEeMtYrW■m nmmnsW■a � a■IiLt= smam aorta Nast noligan m Sam LLININoaam ar■kmts amnia Emamm M OM V" PAN-aPIU 73.73.94A. pa. 42, 48.421, 4811, Bed fen pal. 20 p6.) lelpeCw (p b VW uses) 060110211 No Yea No N8 P8P1,42 102 102 VWIG PM4FIM 79.76t 6M, M, 49. N, 42B, 480, a" M 0M. 25 a6J DDLV*C r Car 10107 0I21=0 No Yw me -37 PGFMI 4019T, MST, GDM, GFUM AMR, 1110611 Wtmxx)co 174; VA sleeps Dar Pop 4RBT, OUT. Goal, GRM, AM, ED68 whim) VODCODEaN74; V06 Gmtpa DMus mp Florida DepalUrnMk of Businaw A Plohwbnal ReOnaalbn Papa t a, Building codes and Standards Product Approval Application Ds%N taoDN Fiorillo Depertaard of BLLWmw A Professional Regulation nap., a, Florida Depwbnwd of Bm11ra s A Professioal Regulation Papa t a, Building Coda and Standards laws BWlding Coffee and Standardsgets v600e A�IIaNI AgbLK 2NLboaa ON Product Approval AppNBallon DstaN Product Approval Application tOtaN Am corm mmubwm Sams EDmrd.Aimama M davALik miNm`arW Am W arLAMMO AMMEd Mara Re mm 21"7 Tkembtm owmeeen 0s- ., H4atr Doale N* VebM Lyrmon V adsmdt PA Lem A XYp, P.E. (419)2e6.1740 PE43409 (sat 78745M 1001612017 100142017 1047R017 12/120017 Approves AiYo� ! Aomnblw ImIlCiAnSamat aae,��tctpaeae,6enk Netn aft Nor a Lbeas Nor Sao NntoLn ao no DOLmamd am Yaet Easaoa Raportkml a `OMPN� ll" - IdrI PAP am Dm gMft aamamlM Mama NmELLUY milesoLk m d Leaded n¢!■mW deemed was Am miBlm lYrarsoo Gams immmAMb mirarw�L )mmW Mears ZIGAW and &Nana More ra Flores Raeehted Arched «e Llaread Fedw pmbwew&~ Ruben 2017 Parwulku DWRuwk aen806ea9000•CER NMSDadaB=-VAL 1200l Y 1Z0MIT IZ25 017 Approved hvwm 2017 WV1 *- eandDom Bmrtsew AmrlasANMealwl BewnILLM^PE MAmMs 011"Is VO66ed Cabaafa Vol 00- (941)4160100 ty"a16.26M Deeerlr VVY,tlow (717)355-UN VAnLgMblwe Aeeedmn (71n317-sal am3gamblim m NurNOg streseeap eay: r 080*1 kbdmmk e6dapeem Mark «LMbp dnwom kdLim- sWr. ma aarewewo Mdw aaarPewealaretnt OwMoelm Mark or Lemals bem,omme 6ae.otm Nat a1lLAw ArmrtMrleaNse gumoLmmkmkua AmvosilnUr Ae1umdjKW ha wag agmiLi i bond amd a gam tram■ asamahl6a1 1 m. &eVCcibeKam ha4M*. &WAOnMWNW6quat. UM" ipetkrp6daquot (Nand pal OW 12g1rJml No Yea, Yes WA am xArr■m AammlwWm A■medkw um as■ 2akama■0al hmondbLum ala■ taLum om atim R ed«6 u*chmnlaCnO Mpb Doar•Ocwdlnp wOulp"Confoambn Nat EMONLENNJkvdKKAM amemu ml almlanub d Low lalNtilt amomLL R heel Param■ Nast&MktMKWJbWMKALMM bwmLomlwm amslmaeda Low !elms: aamaltsats BONO Bradt 7 enae800 Pwea eery keead) Vbyl edge Hume YKrdaw 07naRm0 Yw Yw Yes NIA t 11t 1N Pin sn0 Ferpa paws 7wl2 Meat.. pew M116me No YOBNO .e6FM N to QCD }, .«., N 0 2 C .7m CU Vai 0 0 CU Cn O 0 3 0 LL _ W C L— CL LCU 0��/ .� /U� VJ Q an C: CU ■ a� Cn If O W U) CU O Q CL O L U) VCU m W Q Z Z Q J a SHEET NO. PA 1.1 FIN od.OWNWMMabAh MaPrsN01101 RspnWsri Pwtd1 BI my coot a11d lllrldalds usam 111 Approval APPMNaM D" adam1111111dill Walt mllkIJt ANON! DAt MrAr 20 am Now mmd.es MINA lerlydaa riaiM1 ire.AMA ttiA■r AMMON am MrIM. 3017 ■wa1.w.M..w SWAOM r NMRLl"m Ps abrrrr UA4 Pa t0Akm17 11Mw17 1ogMa17 WAS" AlPhrs/ an.rlrw what, •.MawFamed" Down Mp11 to". PbrM R 1rw»I Mara r. uwrw rra. 8ll�di.ik NOMA ammoLVAILINobaatmm fsleLBrd OlrPiarl.iratM 11111110 OMMY1lsi Bttrrr far■ 2 Was WAMAlrrr..P011 In%W6 119 Yw VON 110k eNmmld am lent rikr■ mmmmd g Redd" MIT ■v" Ims"Dew orlledT: wadsm i111..e%Am rww.RlPa1a.. PAsM Ra/IMMIAnPAPd«. u11.1w PMOM noblebsdMM.w1 alas 2 am Flo nds Daperam it a lliushma i Probuirm Rai1AMs11 M"q codM WON O1111d1fwa Proerol Approval APPI-Sot D" Prw/af II UNION so" ]MAN AWN! oobffift m Orr OnUkrAM1 samum rrltrr it artA■rLr a■■.A Ater owsow UNRLww.M a""W uftm la ? 10110111117 70ma017 IMMIDI7 APPwd 11411mmem"4011 assu ■k amonuafd ammmuKfmr muse irm■ dlkrOtrltir OrrtiA■AliteilM M10ai iItlYYli Bimrr �■ VMMdgr.Odn NwPn 12atAM1 M vW Y.. IIDL ROPide Dapatrrlel ' a BuWhm a ProbrMlel ReplANon Pwt r1 Bulldrq COdw and 81aP1detds Mans PIoflDat Approval AppiM111k10 Da1N ISrWL an ri.r■ mood= ask riomAlt akMLrd OCAawd &g &OWN, Phan 2117 PO7MOmhb 011011116 had"3.Mk1100•ar1 10"dO.69000.1RL iWM017 1111112017 1201at17 MPNwd Haag, I I Mom a'udMiPSMRMMawN a.muftwwm Note* O.aalm We rL%*m dm�m1JlokilM ake! WM 1NWMAULAINk am Nrsdi■OtktWn�d bpi. 1 /rAlOwwvllMw A11A11rM Y1.M1a /1.11k0t1 Y" Yes Yee NM Rona. Dspsrrrrnt a BuMrras a Plobnb Rap doe ort BuftV CodM aria Birdr I Ptodaa Approval ApplkaloO DaW Pe"/ r1 wham Oki oft so sal M M an ]MEOW nolhd= asd ifosAHwk riIYMAMt rirrAr ii.tAe Bka r Nkr../ Ills Mdwh 3m Pa mane m D=P>wAt MYM.OSMD0a0•!■1 waNOw.t=-VPL 1a■AM7 Willow 1t0a0017 APPWAd 04geowde 1g1 mom o m a1NA11Ma.1r (7sa m1saN0 osahu..lMo.eL>aaMw1.DMA«1Aia1k �� 919MA nrr A■r■l>tLum A.t■rlbLum mow O.ro Are! amolwm d" 01rrmmblouLam m11mi OMrrJmC so%" names 1 mY" Aw Aml r.whlArwg Aa"NmtIA11r aeaArl V.. Vw Y" IYM pbft DepWrrlkrM a Bwtrlsss a p olms Mrl Rtlg" "m Bl dbV CaaM gild alNlldltde PIOd110a Approval Appftsftn DUN Py.1r1 11140110 it rikr■ lrirtrt MOM! BNNN A11NM meow& riirrr AtrraMA Ma1■■d AMNON oft fad" 3w AwwNMM e.M4Peldgw..1.. Ply" vm RI.W LOawa j"ONVAMPi wakml7 OkDw17 OkOkM17 WIMIDIT APP/N1 OrfOwP: Ph1WPM PO4 mIPaO7 P62N21 PM►2r.NM o.IM1bR.Yw.a1. Rw«11a.. AsAm w P"AmmmR1 YI fagkmwara «. uw,w rrwr /10! b i0t0■MIAr Orr 1121111 OIt111111ai Bohm br 1 OwPMrtUP elwk "ladwdbpo" 0411,1101111, Y.. Yee NR IIa FbrW& DapOl.lsld a Bumirm s a P1okerorrm R1OLa1 lon Amp t a f ad" cadge ales 8arldM - veer PrododAppowl Appftsftn DOW bitllerem 3111111 Noma flits MOM MMMO tAN� jusumm 1rerM1 title MULk .d ANN" Ater PMd" am Ah.wftdDVVM1%Pp.h1KNn PYyda.kaN RaW1L.taw JO«s@LI"Pa 1WM.017 OOo1■17 OYM■17 I01161017 PAVWs1 1PMa.lTt Perm NAM (10r2P1ak11 P&WIRI OM204tl1 a MR 6.A.aw R1w ftma � w PbAM RyMNM AlOhkO11 «. ummed ril" PaM"Ma syM"r nAgabuLftmkm OrrtAdr■oa As ukOhdiN AssMiLft lore son ad di.LBMll iMiri.rrritM MAIM Otlalim lrrrtr dtr■ 1 c.rab+LwshrO %WOOMnALNNRO t2ldm v40 rbs NM Ma Bond. Dapar"art a Roams i ProNarolw Rp", & P.P.1 a / FIWW OspMYmisIM a somirms a Pfob iorol R 0" Pegg, rl Rondo DspMWIsrN a BusYwa a ProNsdaW RapltMiln P.P t of Bl s" Codas and i1M1d2r - +a■N BUM* Cods* and Blydrds wages Md q Cod■ and B1kr1dMTM 14010N PPodrrt Approval AppieMlon DaW ►rolrra AWOV01 App11aaba DON Plowuol Aproval Ap sftn Dart OariLAY Omi An ritr■ iriis slats tarkr MONELALMM rirriAaM Ott so OBeirRe Ott riiirA atitWl BULA■t ANON .tin Oates Olt its Now ■trim Brits so" MIorLANo■ rimlrtMt itM OEM lbbr Ora rill■! fl r saakwal air arem !'� go i• rite■ ml■iis aims 20" smoem&Ai� irirtttd OMe lab YiMiaere Ore rimtttmd akrkllMt mblkktt.r Arakrl AM. MNM. a" Al" Dd1Prp PrWNMM Norm ow 41w. P. 6010" PAL "'LOWP; OaOtllafw Pa ala/ Ply P17J1� teA1m17 14110N17 111001,111117 12121017 APPWAd RwsM. am AIM adgMp 011001aMa 1ra0Ny.rp "i MAtTbmwm Liman I. arduo PAL RP"J.Oy.P.L cam"014M1 P6.NM PMW401O 11aO.aa012aMIM..a1. 1001101117 taolow 11MIA117 1y1.■17 APOWAd Retain ton �NMgaN arrOaMprpAgPlYaAayW am ,Ya.11 F~m 1�P54010 A M772tl ~ Mdgdl�Oa �7 1 7 amam1 m7 fama7 APpw./ Mram1M171 MOOD OaysMln.leNR AO"MOM. RPPPAfr.. nlwAgwDgI1M.MN au.PMw..1Ms1a Ms..P"R1Pdlkan. Os.D1Ma..1Msr IP.M.gw Mpdsw.s PMr11a M jwlMwMra«. ug�rrM PbAM Punk" k11M1rr RWM Pr j1blNAmaMDe<«. uw.Dgd FlrIM P►IIOMwI MMdr PIw MMInPwwbalra tLwrw PMAM Pr.M.1Mad OPlmr lLalbanh i No SMAMMOALKMMdiitOmrlrle itrtao■kkt siotDmBrrirr AMMONIUM Ao.tiglm mtttar mom M10ai YAMlmlali Biilrtr hest 6tlmzbltbeis lMta 20O Ar ariltOirlrle ammmu ttra■O1M Aw■tMtmY. AENNWJ LlW b" Okkir Mmlbi O.emMlmi lltlOtet der■ M6MNNdrb06.k iraammimmmikokKNAMdi■Ormiie O.mltirretr OteliWeertYtOlr Ako■tML1Mk Ao.tfiLft Moat aim" Ysai 1a1k1YliAi Brrttr z r 1 a a*4t2tstnt soma VeMraww"aft 126141110 M Yw Its Ma 2 a4W*A11mwT4fiautas1R l"We.klVbpaOO t2Af121M M Yw M NN 1 OMAIPM R.dawbpw PIrPOw Nbt.P.d2M,bMMM, s.Mw 1pmOPM'Ie Damltk. sNIW gtlhwa M Yes RR NA PlorlaaCaparrrlkrMaBudn MaProlessim R1gul limn Pwtam Blaltalq cods. and s- I 1a 144111000 PaoatmotApproval Ap110116n Data m!!lrlllif 111111111 MINA i.k 3mdn merino Otdw mounAAh ■k tikaArtMt 11t iir &A Ot A■:.t a r 1MA.w 2017 LV 7NOM rhft dbeThwWW AX)m maswNe ARN"M parclum 200" PAP11 PG*WPm0 DWAIN� 11Maaw7 1WIM017 WMA017 12M2aw7 APPNW adlOalyCONPUP 000116 PAoawwda.Mtw" YaDNMArMRw"Pararr Oa*M.w WMPIt M.LIO"s RNsdkr.s NDIIa RPwOMrtlArdrglr. urdal PIAM gPlsadlhd 1alalwr lrblo■s ataerDtMclrt alr.rtitJYe !Per Orlr momgoomilooLlmomLwjmm bai■ikkl mosate� KM mrrilWai itkrMr a. 1 TA111'O IYITq Oafalr.11.A.alr trigs /rtaP flp.sbrorsOtrsgdrrr.AlrMAP 1g0D2Wk Yee Yw Na Ma Fbnat OspW4lrrM a Bu1rrM 8 PralsOiofrl R10LANon Pro tr t &OfNrq Coda WON BlPldrds toom P"M Aprova AROBOO DON !Ssumm ie• ale °NSI go sobmg A moot DEW INSWAL r■k 3016& Mt riiirt(a A ramo ng awn fbw" man PI0401101ftipme Wa.0 OMAAdds ime L. Maker. PAS ■ddNAmles1r. 10mm17 1000111117 11127A017 Iamamm Apmed a11rMOt MP"k 0Op7110111 cot=aglanray PJ. arlbrarpPbs"A.rssrlelhomm ddSdAnNn.w Psalm OW)4i+.?W eampoIAAraAmes"I" 11. awdsMr. WMd1 evew s MOM sr.. PMI1h RyMMwdAdrMrs Penal,,,. PRAM Pe Owdand D1am.r dalaYfbMr Jirtltwre ONABOU tmie allmmuEm !r Otlitt am diri.trr■ ikkm■di.rrt■ii MAIM alrreamii Ord z> 2 S. RIMODaaum l/rWpvalso t Ahmdmm ayPVrr Yr~n1bY issu e M vw N. OR "MOW A...irs F1omMM0lparrmlWMaBLfiresiProwaronel0 0-1 dori Psolrt &AN*V Co" and tiiMlOW - vests PmdDaApptavea ApptisMbll DWd 6t10riL1 aswum AIM Alm O! mmoom Ottr now riilrraM 1 a1111111 ft eklAn t ANEW m� MrD1" eon Dewiftefts/MNUM 1101 Jawwe gk010 umns."ae" omw.w*m 10,10117 Ik.am17 WHOM APPgw 0.1AMPRtaay OODar42r ara"suo. mammal 1.aRW� Ma,.�e+1eD.ww"wrwt..1. �~ OIDBaAtlt■ete AteatiLOr AMMONIUM two own diva lrirrmirrmiak attrrotrtrrokM Mmbi iimMmmi salvor mewl■ N araP100 ft P11.a•RAM.G 10044014 M Ves NA MR Flo Oapul aB1adwMiPlaksmim Rap111sMon Iw1of BLA*V Codas and Burlwr I Pfodad Appavd Applbrlloa Ddkil Imam l7llWeY 9ok MIKE io tt ]Mi smobdot Otor arrrAMM ANN" MASON Aliid MRANEW ANNO amn RVA" =47 LV.rr#a beiThamPMJVditdt1N TOyow"men , - ft.Prld L.dOPe00010 10NOW11 1011201117 1011710107 -R=7 AWK-1 MNOONOW(7AM04 Rems PIy21►fIM P67dO1 prafa6/sO a1ralMe RwayAww.Ww/W w• hdapd Padraa RPaky *am Dna1w.1MM.« 6.MaM.PslMfdn s rAdim Raj mdAwkwd are Uw1■/PMAM P1.Ma11"d veghm i.r11r■rr A■ UOLM Mk anoweLaLft muter Otl■ MR KM 911YY1leL ■IrMi f k 2 TAMOa.ON040 *4 28 Oa OadOlsOks M VM m +04" Fb110sDsp■raWMO miroMiPrakolia R1.110,� Pw+rt BIAIdIrgClldss grid lllsrldWtM waken PMftd Approval ApPBsafts D" 11tlDOmt go1. rest an ]Mn os kkr am" inumoLALM)NNNN ti MI t efrt MMANEW MONONA own NVAdw man Lwrda bw agMerpmom" Ahrwr Orbr JsrmwL. MOadr. PAL M.r.M.ISA.. P. ""Snail Psalm p1 "7JIM ""mom FAAP* MrONO'rp RuayAeu"Mwadw as wrMlirMwwswr IPAPI Pr1rM. Rudy DPaY1h assD41.ssrdW6 RX*Ad0FAP1d Mew. PMAM R1P11M edAdrars Umss./ PIMP Perbsd"d M1~ lSa�Yfsis tiAstak�te AMMOU talks ANAWKerllkk rtti low mttu btirmi.ti■ ir■r■dwOAa Mmlbi omlkft ei BtMr■ annual 1 OsdW* DM.a Lew ROt PA11NR cis Pak. ROWVdd 41,1100019 MM"IdY Aft" M Pftrgggl O.ai M Yw Its 99FAWA FWds DepMb7rrM a BL.rrss a ProNsra.A R1tilA1M1n Bulbq CadM and 81gP1dPds +dam h.irt Aproval APPr1Dti1ri 01Ur daiMAli in tisoiMe mridw alA wkfALMM xdhk ( lrl l hM ini ■ AOMW AMR fbdMn 2W krdRNly7PrMA8r1 TAImwJawlk WWWO. ENWO1. OdPw.1aW 1aM1mlT I laMam APPOW ofslkrt Rally Isor2lsaar 90140"U.O. aftes"m �w Odskt �L�iulasRNgnMw. 6aLs>YllmiO.t mitlalturrtr amoodbumr AMMONIUM moil Btr■ arm di■arkrrl■ OLwttDrri■ira MJmi Mirkami matkarr mMrmi 17 saahrtao•CeglAYaw.. rlrMNOMr.. Pahgra err. PrPa..•araMrL lyt lsaarll M Yw Na NR aP.ON dk6.TAMM >alMfds Daparrrlknt of 11ta mM a ProiarmMA Pt 0 Arlbn Pw 1 rl &A*q CW d■ and allsPlde►ds wo" Prods Approval Apbafto D" alas no OrlBkre im• >�■ ! Orr rYsAlMrr riiltrua riiAtd herd NO A= arwA Art. 01101011 tail Agsw 11m1r erraOPNMkba rmp"mm RNWLOPW J100110 .PJ. OM1m17 1.kmk17 Osum17 1014,11111117 APPWAd orleMpNMW1wi 00110316aw Psaw 011531740111 a" lwMde.R1P..Own. d War FWN RgYMd AMear or Weimer PYA11 Plsbd"d ,logs 6altlmmLdis irr/rrr2k AMMONIUM AIW.tt.AM molt @No Dra l7iirmOtriir OLtalLembdtairt Mimi lrimMmOai Brmir lire■ 2 ND1bPb.tNaa1"y aO.Par upsa.0 I*"A OW Vw Vw "A NR aiam»amn Oak an mood= IAwhMs eon JgawlMrrP kakeasPNsdM 1u. oraalKPAaYaM o..a�r. Pkla�mtrdrag.gPaPrlkl.O. PRAM Rs j1MMMM1.aAR.IkMMM PYAM PP.I111"d s qum anamboubeem 2 IMrOY/11g. Laa sulk Oal� irk >ral■ emits 011011i" aM7 TAIMa001010PIMW1.hq 1�1Vgrp 11Ng1IMuNg DggDlsw.lkleNr L..I.w1.MPr11a«. PbdM MMMN1 ArIq.11 r. uNw.d w.M PP/M1N1.N MM.wr 8tlmlMdLri.M SAW 1 ft"k Rona. DkparrnWM a B1NMrsa a P1ob■iolri FW 8,1s6 Mbrp Cod1r and BiWldk I ►rodad Approval Appf dlm Dots Pe"1rP1 II %mom oft am nokb@M m am" rik■aLY■a amid" riArrrl &saw lariAmoal amood Iti. PUIWM.Pa m ft W L Open JMMaNr"PAL 010119117 0200=1 alfa1.117 $610=7 APPrw.1 021103014110 Pa0Nt1 Pk21mW4k■ w.w.na..iirrlL.r dYagr SodkAt AUMMUrlY AMMONIUM Mood, Rubs amvmu kith Or■ttirl.iitiktt Mmmi odmk= i drr■ *wI toswo t20v0010 Vas Vw "a NM Ro1MM Deprtmut of Bimrms i Prollmalm Rs9 ' Pew 1 r1 k"illCod■ and BlWldWds whom PtodDol Aplp -d AppMoabR Darr go 11111 Orr L su ►Nair iviso ! 10 WtM &m A m ie MN.Pw I I-OLP1Mr I.dr s..1. IWNM7 16011717 t1Aka117 TAM2m17 APPWAd (.n)pblaw PBI%W 00316100 s.tltA■1■tr ArmouLkgm A■m■ LbLft tins MOM dietOsOliA OIrW.r■Ork 111m OtttYdmB alm w 0■rtt MP.aawmeweg Oak Mp,A010 Yw Yes OR RR Fait DkpWI, - m a lawhims a Probsim Regulallon wtwrq csdM aria lllrldWas PLodlotAppeovel Application DOW Pep 1 r1 imam PbPlda DWI - - a Bu*wn i PldsWw A Rtlpubdon ftlaq Coats and Brktdwa ProdedApp wdAPPakafloR DOW Pw1 a1 law" J!1M1MlM M IMAI mfktkLr mmi A! mmrkmlrrk OLM mlidYil OIs Arita[ mr mr mrl�t aLM ie riot■ A■■d mr. an rikkl■ mrirt■L alas arlrraLMoo Ease & IliM Mi k N ltmO/mod Atwrt Orr M1AMg am 4V.TMhOs", M.iTadrOswAw.Mw1W TO.7 CMYa.n ad" it trla Lads e"w. INIVID17 11R011117 16TYMY IaMasm APP.rsd MdMP 2,117 LV 1APnaaPs. MailA.sOwOlwdl"ddd T"CAAMdn , - R. PON L.Oda ewra" I&Iam17 101110017 10117ar17 t2112m17 APPP.P1d kkaboump" d110% P111203101 Pi7/O1 0243014200 MdwO"D"P(TAUM 1"Xse " P6714121 mosmism, ompm fto" Rembe 1MIMerp RIsaDA.waadl. Mtww PrPM 1Ww" YMP11PrtoalR.Pay aPM.h f80100AND O.ryaPmemo bdoom"Rewles. k.a. RMM R100uw/An war a ulrrr PIAM PUMmmmm MO■r RDIa�.agrM.ra".Pb PrhbalwalDgwl fted Ambled r. Wmrtl PW1N SMENALdgm aldkArlrtr AMMONIUM AMMONIUM am OWr ±ate gooLa k ANAONI& ft amelli on MlIMS Orri aku di■Orkrt■e OorgtMONONA* 11 m alwam ■k■lr dot■ am./ NAM adimu i rrrMr errs■ P TANWONWPPPbrN.lwmftM steps sbk. waa.rAdMs411dp.bd MOM 11agAegs 1/40 Yee RM malt . TAmnO RMrAT" owaige1aa-m oft t►I% >Op.MNOaNw1NPMrrOmA4 0410007M V" Vw 1M NM Flaft 0"himA aIlarrM a Plobeaona F4*WjWWI Buala V co" and BIs1WPdt 1110 tAprovel Appf oftn DWM PePP1r1 1AaPN 011allll n r shrikes am" WAMM& Mtkr Yrrrtst 1 ban" fa&A ri ANN" Arta mktw WIT meniftk1 ImuftaMIM ThsNsimmmk a mumu0.awha" O.yw. mw 10MOm17 WOW? fastem APPNrtl argrI ftwes (1oal2rQs1 aaArr ua. 00110146101 srrOObprpftdq to awMsa.wasebo.Lw M.irr"a■gy RPPoASPr.. IN Poind6aMMOmLlsirt OIWtA1r�l A■srtitlrt ar.stMtJM! rr< Olrt W dkitisktAgmr OkrriWLade Ms1i iiYk1�B ANN" b■s a7 vaalr heart. PPaaa•O..rr tkaveJMs Its fAs wh Ma Otookam Fbwds In parrrmka of ew ms i Probeft RapAMon Bus" C xin and 8lrtdrda Product Approgl AppNkaloa Demo Pw+r1 wens Fkw DeparrlmM a &wrion i PIaN.Mar R1OIAk-m SLtrMO codas and BM11dWAs ►radod Approved Applealb. DON Pmp1r1 II taaM. 1ltllalifa m lime IrritrL t➢mrtr a rsraLMsk immo a( ri1111111 m11 A Y. Rod" WIT edNM1Ryl1P.nMlM.g TAdPwA m" Pawoumwaurre. amw.wow 10101017 laaaol7 141110017, Annual adyr7l Pbsy 1>OgW"m ariw U& Pre Msala a1iaOY0wp Rggay T1" MMhmywdlMAPwss �Masrllw Dg.P RPPrIf1.n. N ra�■La'J� atrlttlrwn ArwAML1Mt Ar■.tmrlir Ikrr Okrr !■! dilrOk■r■ i.rermoalweam■ Msai irmMsli rrrrr des■ M fMmm maim NAM. lydwNaa PL 10114Akts M Vw MR Na ArOLo eadl101i amum 11111111 in tim■I■ mires tMtrk N iALM M lrrrtMt let OEM Yr an r/ ��ewr Ar 1 oftirk loft ■Oink MPtl" MIT erNM.Ryf..lMdAr.s 1110"Aw1W1 WW WWW WN1m QWW W w 1MWw7 1aos.117 "OM7 AWWAd ROM. MIT awassa"I MAMM twrlplV Re " lek) rk.721k 40MI"u0. ma sk"m 1g10gn5gver Maly Tor Rd.raD.drkiaPgdw 1r.d.dlP.Ii. Mqr R1P.Mfaw. A Prsd.dia.aO"a+rw MPon sag. Btr�tAt>•tk ar■iIJiJYt aw■MMIJYe mean latter dirt mlLirt■tkttrte ikkm■rmral.rLaB� mtma0i OdPtltsai Per al a■A I1 tWDdPkaO•Ceaw7arr.arwawlP;lkM PYtP1..D•IIIIMr.OaMl 1 ""& gal Yw to NR to awP1110-0 M7arfaatwr.P.Mk.nacsP. Odr hookag . Pbnda DapMrrlarM of B■rma a Prabaft R10LAallm BLAlwhv CodM ww alell '- - ProdUstAppovd Applaidan DOW ►shlrf taou Okdar ruougLu k JrllAttd Noma 1 l A wit tits 7agw Am" WWU1M11.W*Mm O.ryWWAW 10010111117 11Rw1P feat m APPNw1 0=211fm1 IMAM= atlaft"m u.daaMrdai.w,w ■ SA t/test immmi m As.rtabLm low awn disbktAtir nkrrra■rrrii Mmmlmi irrMuli mmr� egklw PYPM.a•f.*IR''a R 10mHO1/ M IA. NR NA N N ..0 cn -CD O U }, U L (D- 0- O C -a 0^1 O C O U- -2 W O u- U CU .0 -0 E p L .� vJ Q U) cu O �J cu cn -1= O W U) cu O L CL � Q C/) 2 CL L) (1) U 'W'^ v/ V m W Q Z Z Q J a SHEET NO. PA 1.2 M4Mra11a1 $/!1ML C FW& Dapa bm t of Buakwn & P,Okmb W ROWANkn Pegs, d t Building Codas and StandnrM laws Product Approval Appikadon DoW mAraMalt w mmbm ON ilk almamdee 20 nun VAMMI m mkom 9amf NreNL&JMaeGN lid moo ml 10mded IMNO rat a SAeemr Ass oil U" Revlsbn 1017 aeMN rmosp I MpaanaeMa Thomas Jews" mm unlbm ayskmo l Mary W. Mlbaar 1011=17 101011M017 Mount? Approved Oebaery: Moto (00212wim to ' I.I.C. (20s)as4-0iso aaemGar. Rooaq Tar NpMa)lrrr laa�pslm Oosyaww IIMIeOb evabealbn R4wR earn a m PrOdrct avak*W eerllr aAmikulbokm silt asauubd&MwlkKxmm blimUMmddM wdlnbmaart kllfa QWIMUma wlm mreln 20 sassy 9w-staske Game; sirs IMP roaa-Laauap, CA lo/o m01e No YM wA NY1 Florida DaparlrnMtt of Busiraas & Pro%NWW Regulation "Nicol BI"V coda and sunderde Product Approval Applcsuon Detail adimo ! aft amat am gm aoboN w INS *NO *Arlo*= a" wNLAIUM 1d Md" NdMW ArOMW 122AMMO &MIEN aver ft, mm 2017 Modest Prosaar PeCUNs, LLC. Tim R.Obran VOW A. TM Jr., P.E. Mai W. NnaeNoh, PE 000=17 NailMIT Oav11MM7 12n2MD17 Approved DebGwy: shusm ( m mi -7646 /&44167 04) 7724M oaeyawre Mascot Odndm %wd from a FbrMe 1ls0MW 1 Afu11"or a Llewaed pbebs 0 obealaual Er ionow BAIMikllmubm RAMOLAMIMdM AnomouKur homodoft low gift lmf misaamrmm sombasubinam klafa 2mM6J des fed mmn 1 20 Mace wNMbad atael Nam PwrNema Oowored Mahiek d Sow Islam Per" WWW 12/31MM9 Ya Yr YM WA w not by 6sda b proNdo NArbwa peomolM. Florida Departnrra of Busmen & ProhnimW R""llio n Paw 1 a l Buildiq Codas and Starbarcla imams Product Approval Application Datall t�f w s e u oft go RNLb I am bM MM" mMbew grad AMOOKAIA M 3dmiklmd mL lu%dM EWLdr®M anon a m& RNMn 2017 00d PleMe@m ProelNb, LLC. Tin". VMWATMJr,P.E. John W. RnMMdl PE 0a0BM IT w3lrm7 omir10f7 12112=11' Approved 1 4, In ahMbm io" 869.7646 PE-M/07 MR T72dGVA aticaft"! Eons Panels om.mbil cast ceayEare Ake" evewr6n Report can a FW" Rap IWM AMMM of a LlaMUW File Pill - -FJglruer ambLAN am xmuK ki ass udm[Wa imod 21m fnf mftdand" goduala luam kmda aftlftmda &bet mean 2 24 0tae m I kod SW Deem ftn*M Ass oanwhia MoNMrdeed Gives awn Perini NW40 12A1r1019 W YM Yw WA wnot byft" to0ra'veemmtwwpra' a . Florida Departmanl of Business & Pmbssio W Regulation Pays i of 1 BWkH% Codes and StaWards II&WO Product Approval Application Dahl gods wJ,t 20 art 2MLdrNM ak bM vie" modw [ racer mmedAII s mrbraml momd A N EWLAMM al aanem arm Rev his =17 AIAmMeMeMrawseld OWa 0".hilt L Isversrdo, PA Tray III I P.M. 1000011113,17 RaJnppy cmaeery: alwwa Mel) 7124M PE-00"W (954) 9474 M NbCeIsMMy1 Seem Poo ff0abOdwnwkwmhuoo oeeeplems wkeb eY/klea, IMpo1rills Ito= Florida Rsobbn0 At~ or a Uwas d Pbdi ProsaNatrN Enabwer afial!&1h00ak golkAN ANMUIIK E AmmmdhLmm a" gum fti boboum bl&mtamfdn imSMiaSmbIM2119 InHM 2MMMLt a wkd mssM 1 220A isrry; 24 m Oslvwbee OW Norm Pan* np 6a111P; 34P oeMnis" asset aim Paean 1=1M015 No Yed Yes WA Florid. Dopertm.nt of Buwnen & Plains" RagnAation Building Coda And Standw& Product ApprovM Apptiesdm Dahti PaBe 1 a 1 laws Florldo Department of Buedaw & Robu of W Reglradon Bulldkp Codas and Standards Product Approval Application DMN Pre / a 1 lawia Florida Deperanar of Businass & Prclassics tr RaguMlion Building Codas and Standards Product Approval AppleeSon DsW Pew 1 a, +sans Florida DepartanGra of BUGilast & PfOhasIOMI Ragu&ation Bulking Codas and Slsraderdt Product Approval ApplloNlon Dotal Pow, a, +aw,e !!mlvkK gift siestas am a0 aOLJ w afJ11111 gO md§Lx ON no 2i talom gW amona Sala amst gels am a LamN get EA1 Sum adrlst gilt gall MMEmdm get bM NONE atalftMM[ ON" wm,&Mkenn lbimnamt YadIMN NUN N aMAawi AMM MN NNW nun YmIM 80*AlkML moor faoMeae&Jioe YdaYGat lfrbb/ salad arLhom m Among A NN Most holm amwmm [ arks werillasl 10afb1alil lNfANM IWNM nQAm nd hmwxid was in MEMO ENNho Mr amid wN1lLIesl )bloom YaslNe/ A O EWAMMIA ANNOM move of ''. 2017 rIW ounne r, I. bamo Ma ahoRLWO I008vieason Gwvlos, LLc WaM6KRMW%PE 09N9r1017 olkwm? O2102017 Approved Rsvlsbn 2017 Ina Bearing corrections Gray Inc. Bead Lash 100 EVOMeoll Bent, LLC WNMn K RMNrk PE Oa VAIT otwini7 011102112017 Applied Ranieri =17 rfVV asaaq Oonvnwb a" lop. eked Loo I( aC EwkeedM SWViM LLC WON KRaNR, PE 01119Mo17 00107MM7 OWJM=17 Approved RevNNn MIT fled Neils Cargorwee aovp bass Sk"Lmb ICC EvehoOm ewv1M, LLC Wallis K RenisK PE 00462017 t1a07/2017 o9M12017 Approved oabpy: SMWALi CWOWMM (ion 9194M (107)561-1917 1, 8,1-- skuckrrN eaeedraeM (ion M66173 (4on5a,-1917 1 4, 1, emobrr cenpwaeb (ion M644n OM5M-1617 0eb9eer• subCatorti Tnas PlainNerrNamlpbasw.apn BkkOaft"I: TAM plainslswNmapereiw.com ataheerGMy: Trusts PlaineNwlsONtkreeboan awcNwwr.7nae Parr eN wroabbalw.aan OosyGwuM Nwhabava1., 1- Flawaimd Composite Ibeed Erebr9an Row hall. pan. OemparlM tledteb eeakeedM r1epM can. Product evsweMbn alma Prodala awhosorl at* Prodwl EVOANN EOW Pfodret DAWN Enter ae1MmMJtilMft godkAm hommabLum ammoLkam mm AMR a9110B EM& tL oNdkAe AMMnNbclm AeommakJM IMMN gift al1Wg/tmem 900LAm aMMNUUK to AMMOU M a" Rerun amneaLwo godkAYrNre houNLAmlbe AsomoLUtaN mod fawn feaf mooLooldow goolammoduLaw ILMM g)ftiktma ammo mils via! amemLoomikuhKMLNM EMAILRMmM 9MWtlm*lmao In NOR 91ON Lm Roam E N fief mmrgmm m SmYrtambamgfe k1M a thus mf wto moil Aug bB6MLMMM6VElkWJLNM eMortmnmm onnaummmall lnmea gumaima arum man 1 nvw MOM/AbbM laplicr Gi.easl (N carry; B) MGM CaeMaor Pass 121314O?2 Yw yes WA WA 2 file occo s NMse Pero mow coasow PING 12/silm Yw Yee Not WA 3 nW 0=51ipM Than LNW Cawcw Pass 12131rm Yw Yee WA WA / nvo aCdAgM wove teed ownmw PLW IL31= Yr Yoe WA WA NmLaw I faeoraatft 11 looLg am ANNNN Y Florida Dopertna it Of BWlneas & ProhWoo Reglddlon Building Codes and Standards Prodct Approval App6ad- Datal Paw 1 d, iawls Florida Depwimalt of Business & ProbaWW Ragulatoo Builddp Codes and SW4" Product Approval Appoation Datall ►aw 1 o f lm ms Florida ...p,_ brew w Of BWiDM & P.aftnim Regldatim Building Codes and Standards P. Approval Application D" ►ow t d t immis FW& Dgwbrw t of BUadlaae & PMkftiM Regulation Bull ft Coda and Stafbrds Product Approval Apppcedw Dotd Fai 1 d 1 ,Nods# amium Raft a!s Rm alb albLmia Rik MUM raft alkAt ao ail! RNkladde glib FLMHW K go mallet RNa gale RNebs" gals adMff4FA gas mokm ilk gale 21kbm bs auk bat minim Nwommm 9aIbN IM NNAMJ 1tmmoo ml IblaNd flislYl arLAmmid AswN mom bM NINE M ULINIM 92oet wNALimm Edon" ldlfltbl mlEe>iN 9 Lbund homed lb EMe 3bkbo m mumm go" AN UKAI M 1Mdblrmt Ndiftd &ON" arawma ammo foil man lddm mmftew moor §MdM AHess Ndimu mt XWAINN MWNr1l tagdMmMi ammmN MNn rbvWon 2017 INTO bdUMW, bra DOW Yen MC Evekesoon awvW, LUD IOc evaluation awvnos, 10I212017 10/19M017 IORN/017 Approved ft we 2017 IAT4k InduskW, bed. nail WM ICC EvAmftn SwvW, LLC IOC Eveblble SMvice, 1111019111111111117 101019MM7 NOW? Approved rbvNNn 2017 Wrek edust"ma OaMIMsd ICCEvobrdon Gsnloa. LLC ICCEvokoOm Sawin 11VIVAI7 101197017 torna7 Approved Rovlsbn 2017 mrok bedumbles, bra Dail Wilt ICCEvebellonaweloe, LLC ICC Evelustion Barred, tamoM0I7 1011941017 104AMIT Approved celsa I I abud "corryonab (814) 861.7480 U.C. Osloaoly: Seudnaol components (314) 661.748D I.I.C. (:tq 1. aiepay: orb Ccnecne++4 (314) 861.74a0 LLC. o.slow TrinPlainown ess Plain R tawlO ebob) 5BPa800 6 edlC- Thor a Man disease dean 0" awasi0 MehMThr y: M Pies" dery p06) 099 M00 aNeo.ra.r. Trusts Passe dlwlmtre.awn CMes9seoo ceaessime men" OWWAN a RapM sad a oamprnM No"* evokodon Revd horn • Cdapawr Meardb lvsbrllen lisped scree • NN Ceteleanee YAeab lvebM9n now hwn • ProdsevaWoonEnep Prods EMesaon EMa Product Evobwlse Etas* adliviabloo Pro" Erskatlen Ealyd BALK aAilfi-0lmOtm smoLhm Aewadumf AatmgNieNm !mm grin aatl651r,mfti wNdmos amm dbLoM hmmoak an Imo Rmm 20SLA etMNe AMMNNISLYe AWMmaabtlr boor Ron U!Ml 9MOLAnInNe AMN dAria ANMU IMJm Item aNm lief mmNt209ft1N raNMdlmbdnaatk In HINGE 9mmiLJma ammo ft I king &AANLMMMkMOOKALMM EMONNR6eedNba lklNMdwlmak MnmQa mdMKM wkd Dom Aw mowjku ion f.Nrn{lralNtloaaaN If mm Rlmllmda Bohm almost st ou mNnRmndON raobNtinblNoa111 loofa aMYLmda Bohm zwom I mium lsowpAwwo etwON"MmwaMerpeb elm Ya Yale WA WA 2 WIG 16 a. Was coo sset pas OWIM023 Yr YM WA NM 3 Krim iseL huh th am bur aamectw Plb 01110120111 Yed YM WA via 4 &FID 20 Ga No msrctw Plb olmr 3 Yed Yes WA N/A inghgo a ametima l oLadmal AEMLQ6 florids DeportakeM of BusYnssa & ProhasforW Raglda m Building Codas and Standards Product Approval Application D*W Paw i e / lasso& Florida DeparMlad of BuWnen & Professional Regulation Building Codas and Standards Pro" Approval Application D@WI Pastellist ,awls Florida Departrim of Busin es & Prof eslornal RagnAagon Building Codas orb Standards Product Approval Application Dold Papa / a 1 law$ Flores Depsrtnsitt al Buskww & Professional RooLdso n Building Codas sold SquLdarde Product Approval Applked- DoW Pew 1 d 1 142014 E6911f►J1! lift lioLLK Oft go ammil a go!eft MOM IN= no am adLbolm ak >� gaff loom gale an OIkBeNM go Ikft RON" gas afe Rok2n w ma >fmm mmlkohm 9mm somEK.AMk mmkol IE Mdaldel fIlsomag amAnno A®MN then. mm mwo mnftNNd saw" NoNLALUm ININIMmI ldimlC goomt EWA.mtr ARNO" NON mm ANN OMANI= tbakd waN,AJW.N ldmMNml Y/l1aNN AWoM EWLAsamr Ammsd area me mud= mmkw= am" mmm.AHn.n IbimNmt YaWaN kaatna OKANmn asomm Nuim Rnlsea 2017 Iarek WAuWW, Ira Dail WM IOC 9NMe.red GwrW, LLC 1Cc GvsMNbn GOViN. lamtml7 io11g017 larzml7 Approved Re No 2017 VAN@dmuw tee sNbw ICc Bmkmd n BwviM LLC JMw A Rdern, P.E ON22 017 062WA17 07103M017 Approved Rerkb 2017 WSYWhWAOr Rob samom IM F 0, awyW, LLc JamrA RgMaa, P.S. aernmi? 0600=7 G7An=17 Approved fAvMm 2017 W YNtAsu r Red BMdmN M Escoado n liervew. LLC Jwr" A RedMMn, PE 06020017 01114O 17 07AM017 Approved 1.asaw1 GNuMeN CORyorab (st4) 661-74N U.C. campy: solid" component pA11 a24e4Te etoq a3a,3w (606) aats44 compeer su►cab9rr: TIUM raatM saarnElnleean ter aaaaoo sebc.rawY: PJ1GbMad Lurrbw RaOSRawdsb�ven6eN 6r�Mead LrsrbM RebMasldNuraeveyMa seen1Ce11Gwy: EnBlrMad Lunbw IbbsRaebhrbameywha t7abywae reslob [rabeslbn Reporn from s eaaaaww a~ trrs►ruon Ramon from a seder -ion w0b Rapid Dan. oro" Ier ayirlbn IbpM man a 1, tutw.aem Prddect INMrMbn Ermy Product eywwae Enlq Pfc0lma eYiee6r ammo aefa�lrmNML Pm0u1 IF , El Emey aMf¢�At�9Nre amlwAszmfto amisAM hoWdiSLUM AmawAbLft tom RNm 9MINdAm AeemouLur 600MULUE Now Marc aisLNeraNee AMMNAAeWk AMmaabtaK mom soft gwAka oil ammmabLum A9NNmdbLan Imanet aril Nor! ImawLeldfijbm&Lumm milagooms rreb I&ININMmm kmfa a kiiL a lnbbm loon tm! bISMUbi&006KNAM &260LRNNMM 90*Rt& MNNLa k 1, N" amftim amid" Emma "i ashouliaLindoLKIM msoLR&UdmG rmeloflnklooLoo Inmlli 91abMLm ambbm its in* mNKamor 2nollMbdmao btefa gummLi m Mm om moil a MT201M 20 Its. Milt tbwgh b rest oonMctorplsm 01101023 YM YM WA NM 1 Macon LVL LarWOMed Venaw Lumber 0241112019 No YN WA WA 2 PNOM POL Parallel GNMN Lumber 03,3141019 No YM WA WA 3 Tblhwobww LBL LamlrMd Strand Lumber 03131=10 No Yee WA WA smeL9mft III Wmdalatb NoML900 NmL9deft tip sm no IEmm 006oh [ RevMbn 21117 WeywMa W CaYGry, BelwbeM DMlPeree+b auOCNsGar• Engineered Unace ProdrotEvebealldn Elsd RePeR aroma BAINZARnmom A" h26NLmmbL&miff.Km= 4 TJ Rbn Bawd Flolda Dspartln a of Busiwn & P oks" Regulation BL"V Codas and OWWrds Product Approval Appkation DoW Pawlal laws admr 20 Rile AvAnom ilk good oulaukuJ minimum 3mm" AI Lm9AMmr AMmm Aim Rr eGo.W, LLC Jnnr A Ra6nan. P.E. 007/1017 08f20M017 07103r/017 Associated f2M)MRobMLBN.b m Mpft 474 Roq 6391344 eWAM GMAkA MLN anNmaum AMMsakLNN lMNN Wm lmOoLommb M alWfmalsaare kola amftmmc war trams UL,*x Icwr- - Lanesesr OtNned Bbned 031311210119 No Yale red WA bOW Rbn Board FlOdda DepWUMt of BuWmn & ProhosioiMl Regulation Paw 1 a 1 Buildig Codn and Standards laws Product Approval Applgagm Dad aAll�fl mn moss rtrftMM[ alum alorrilYen itiatlnlmt Yas19k0 1NsilN LRAmmr 6=um AMR ft to 2M7 CAOTCRflE VM ft ano Pull b MMM)ab 1000-Carl Wr9oou 8000-VAL 11114017 10ItaMM7 11M1M017 Approved Qamawy: 8Ntisal Lbrry0leMda (M31021NN (1M)31ed690 GUeOalsaeep: Produola Introduced M a Rom of eyrrbudorlaaY.wm NWT"*"" Cassese" No" CM loom Milk a dWn9 aMMLA� AMMD UKft hwomabLft Now ova Nail X mOMWrGNN aut wsmm mRm inns 9NIMftmttli wlm f M t Mph atreram Caroab UMW 41 6, a. mow 12 bwu wed hill OW11MMe Yed YM WA WA wow Plod& Dgwbywd of Bwbaaa & Pmbnlm* Regulation Pia 1 a 1 Buldrg Codes and Stanndrds laws Product Approval AppNod- Datall gads am$ am go ONLBNme R II mm goo" o m mkm good wLNALltttma ]OddNdmt YafAtkN florins ffirAMmml ANAWN fi 1 lank" 2017 Wsyedewber Rob Grab ICC Evaluation Awvtae, LLC JamM A Relative P.E. OVIA M017 Osam? 07103rm? Approved n . --+SbuieelCOPKW" (tan U44M (coal p9.1344 GehCsYEry: Eery , Lumber Rath LowderermasMlM Canyrr WIMb eerr0on Rapodearn a OUM AM Pro" evrWr at^ nANualamom gooLam AM®nLb[Jm a.omuaLlm tsNm Oro bag ftuman ldim gm&N WWlsao lamfa 9aftmtmfli imbed mmn s VANdirrw Ran eased CeMded Ebbed Mews Ran Moord 0e314M9 No Yed WA WA me easdl Floirdan DopaMMrk of Business & ProhaalorW Raglldlon Paw I or I Btiicanp Codas and Standards /same Product Approval Appilcstlon MAIN FLOM44a !loft A dILK 20 afe Ro.bade Oils ma YANO mmmoo mt rood iwmLAMm ldiYblmt selN &too akiamm d AmMm lean Revision 2017 CwrsrMNNI Conalb Pmdeb,blc ROM am 71-W N. YNYM1 Jw ley 1111I14M017 10113M017 loam? 12(12017 Approved 41.esGay: cerulean ca gam ft (613) 000,M PE40in MM 508-M I ar Peodas bboda 'a a Iew9 of pewepbrOprLgs.a m New TWW,*w Compliance, kW@w* EvabMIW Revd awn ■ Fbtws Raolslwa0 Alctawt w a Limed FIMMe Pmbalm W Engineer aAgTldfbo6o RMmLMeNmN em'mrbLNm hmundbLus Mind cam fat! ZMNELNNhLmmgffALMM mOdYNedmN 900EmAMkdo Rib lnmfa 9UNAK ma arftd ft N I uMlly Proem or Conner" caNrom Pallas PrsoaM om Pfsobsaead catonr un" oeM5RfM4 No Yet WA WA Florida Department of Business & Professional Regulation Pap.1 d2 Building Codes and Standards 3rw2ms Product Approval Application Detall f1m tDML.OL go Rule Data Pnbpp =I rim YILe100 NLmilso" S0W @rMnrr &olive. YMlmfNmt Yatmsl LlN" FAG.ammlat Aoamaed a" Revision 2017 Gum Coast Supply & Manufacturing, LLC. Eno Dald DNI, S. Kuhn Lake Bowden P.E. 10/I2/2017 10/102017 10/172017 12R212017 Approved Category: Rool ng (352) 498-0778 PE-75519 (334) 30D-1800 8ubCdewry: Motel lidding Info(6aulfeaesupply.co n Compliance Mehod: Evaluation Report horn a Florlde Registered Architect or e Licensed Rodds Professional Engineer flora Product Modal. Naubaror lent Product gip Quality Aewranee 9anauafmdodgm Approved for Use Approved me In outside far UN HYM imbad HtW{er 2290 $MNEI 1 0.032&qua; Aluminum 5V Cnmp ion 0.032&qua: 5 V Crimp Alurnnum Root Panel 04/12QO24 No Ya NIA +NIN over 15A2&quct; Plywood -10UPSF 2 0.032&qua: Aluminum Gulf Lok Mn 0.032&qud; Alunlnum Gulf Lok IS&quot: Wide 04/122024 No YN N/A -NIA/ Rant Panel over I U32&qud; Plywood -118,0P8F 3 1&qua: 2490 Gulf Snap 1&qua; Gulf On&P 24 09, 17&Wes; wide Roof Panel 04/122024 Yet Yes N/A +N/N-131 oPS over iWAqua; Plywood 4 1&qua; 2490. VelvaLdc %qua; VersaLoo 24w IG56,qua; Wide Roof Panel 04/122024 Y. Yee N/A •NIN over 15132&qua; Plywood -13811`61' 5 1&qua; VwNLac .032&ged; Aluminum 1&qua; V"Loe min .032&qua; Aluminum over 04/122024 Y. Y. N/A +N/N 1M2&qua; Plywood -101.OPSF 8 1.5&qua; 21ge, Gulf Snap 1.5&qua; Guff Snap 24w. 1 Uquel Wide Roof 04I122024 ye. yes N/A +N/N Pon., owr 15/32&qud; Plywood -118.0PSF 7 1.5&qua; 24ga. V*mLoa 1 S&qua; VensLec ten 24gs. 16&Wes; wide Roof 04/122024 Y. Yes NIA +N/N Pen, over 1"Uqua: Plywood -123.5PSF 8 2&qua; 24P MegaLcc Mn 24 09. 2&Wd; Magel.oc 188grd; wide Root 0020024 No Ya N/A +N/N Panel over l5/32&qua; Plywood -/08.5PSF 9 24 Ga. Gulf Lok Mn 24 Ga. Gulf La 16&qud; Wide war 15/32&qua: P 04/122024 No YN N/A +N/AI-86.7P8F 10 24 Ga. Gul/8sam Mn 24 24 Ge. Gulf Seem 16&qud: Wide Roof Peal 04/122024 No VN N/A .N/AF93.6PSF cove Us Wood PurNmover 15132&qua; Plywood 11 24 Cie. Gulf Beam Mn 24 Oe. Gulf Seem, 1 3M&ged: Snap Lock, 04/122024 No Y. N/A +NIN ,8&quor; Wlde Roof Penal over 15/32&quest; Plywood -108.5PSF 12 26 Go. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel over 15/32&qud: 041 W024 Yea Y. N/A +NIN Plywood A56.5PSF 13 26 Ga. 5V Corny Mn 26 G.-5V Crimp over I"28qua: Plywood 04/12/2024 No Yale N/A +N/N-131.PSF 14 28 a.. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel over 1rt4 Wood 04/122024 No Yes N/A +NIN Pumns over 15326qua; Plywood -156.5PSF 15 28 Gal. Gulf Lok Mn 26 Ga. Gulf Lok I S&qud; Wide Roof Pnal over 04/122024 Ya Ya N/A +NIN 15/324untat; Plywood -161.DPSF 16 26 Go, Gulf Ldi Mn 26 Go. Gulf Lok I G&qua: Wide Rod Panel over 04112,7024 No YN N/A +N/A/-635PSF 1542&quot; Plywood 17 26 Ga. GulfPBR Mn 26 Ga. Guff PBR Roof Panel over 15132&qua; 04112M24 No Yes NM -NIA/ Plywood -154.7PSF Cn > = U N Q C 6 O C fU "0 0- .� U to "0 C O 2 0 0 .a. Cn E a)-ib o L Q. L CU -0 ���-,/� .0 4✓) 0- Q Z W J YZ �7 • Cn o Florida Department of Business & Professional Regulation P.p.2 a2 Building Codes and Standards 3rte 2p,e Product Approval Application Detail v �EGowd fa GN Approved for GM Imoid Oman IKE Product Model. NUMw a Name Product obscrinfican G90kedim1bagaim is ties gwwdLsm Resisted Pressure 18 ZB Ga. GuffPBR Mn 26 GuIIPBR Root Penh over 10 Wood Punins ove ter 15/32aqua; Plywood 04/122024 Yes Yss NA . -15151 7P8F 19 28 Ga. Gu11PSR Mn 26 Gs. GuGPSR over 15/32&qua; Plywood 04/122024 Yes Y. N/A ♦N/A/ -154 7PSF O 20 26 Go. GuNPSR Mn 28 Ga. GuHPSR over Us Wood Punlns over 04/122024 No YN N/A .N/N 21 26 Ga. Gulf it lb 15/32&quol; Plywood Mn 26 Go. GuNcb over 1 z4 Wood Purim war 04/122024 No Y. N/A .1517PSF +NUV CL 22 ZB Go. (Arytb 15A28Ga.uMibPlywood Mn 28 Ga. Oumtb over 15/12AWd; Plywood Ou122024 No Y. N/A -1I4.I +NIN ^ CL 23 28 Ge. Gu11Rb Mn 28 Ga. GYMPeb over 15132&pra; Plywood 041122021 Yes Yee N/A -158.2P8F +NOV CU 15A( 2/ 26 Gs. [a7ulmb Mn 28 Ga. Guests, w oe 1z1 Wood Purllns mow 04/1220N Yes Y. N/A .NIN IsaUquot: Plywood .184.2PSF 25 29 Co. Gu11Reb Mn 29 Ga. GuNRb over tx4 Wood Purans wer 04/122024 NO Yes N/A +N/Al IM284ua; Plywood -123.5PSF 28 290. Ou"Rib Mn 29 Ga GullRb over 15/32&peat: Plywood 04/122024 No YN NIA +N/N -146.OPSF 27 290. GORb Mn 29 Ge. GORR, over 10 Wood Pules mow 7/16&qua; 0.S.8. 04/122024 No Yes N/A -NIA/ -1ol.OPSF 26 29 Go. Gul88b ion 29 Go, GuI1R11, over 7M "qua; 0.8.8. 04/122024 No Yee NIA -N/A( -110.OPSF O CL W0Code on: 2017 FLl: 11651 V ApplleaBon Type: Catapory: ALL ALL Produce Mnufaolurw: ALL Subcategory; ALL N ApNleadonewkus: Produc ANvwuea shanty caltract aymad: ALL ALL Compleme Method: ALL Product Mod, Number or Name: ALL Product dsalP6an: Approved for use ouleMa NVNL All ALL Approved Imo UN In e/V11Z: ALL Imwd Re,stwd: ALL Design Pretawa: ALL ewe From: ALL Data To: ALL W C Q Z Z < J d SHEET NO. PA 1.3 0 -1 i