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Home My WebLink About3181 Nubbin Ridge Lni 0 v J t7 m ABBREVIATIONS AB or A.B, Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Goff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c, Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D,S, Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MIN or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT orVert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W,H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Mr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR/ROOF FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 I PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES PL LAN ONS MEAN ROOF 30 FT. HIGH TYPICAL DATE VERSION f'1 f� RED /ISIV DESCRIPTION FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID 08-20-1 5 1.00 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-08-15 2.00 FRAME -WALK REVISIONS ALL WORK SHALL COMPLCODE REFERENCES ARE SUMMARIES CODES FL®Y WITH PREVAILING OF CODE SECTIONS. RIDA BUILDING CODE, SEE FBCR CURRENT VERSION FOR �+ NATIONAL ELECTRIC C®pE, 01-04-18 3.00 2017 FBC UPDATES AND THE CITY OFZEpHYRHILLS COMPLETE CODE INFORMATION. ®R®INAN�ES REVIEW DATA JAN 1 2020 Notice to Builder & All Subcontractors EN OF ZEA = It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed P LANE Professionals clear information. Every attempt has been made to --- prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. L= 1E ISI IPJ AP$L 11!18MPayments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 2889 vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. d � t l �av a� a i i S E Cv r ;• O ' "' ' pprs La . FM 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. AMA" / oo 4 ood' . O ' N N # # - N O O co ' N W fi ® M J a LL N 2 qt LL J EL n u_ M , M S 52 > W - a w W Z Y 0W° Z �W0 �29 mm00� M W :.. �NC9 'mores 2 E rn m O �¢o o a Z LLW rn:9�o N a M �pcnx 0 a Z Q (3 U 001]0 W O N(D O z � o d' ei M � N 13 ^tn M o W _ LL 0 to ({V) W ° _ o N AM 2 C.7 00 m r m E o S ml y - = p o o �w rr M M ¢ z01 Z Zq QE ® =o o 0 Z 6 R Z® od 00 CL X OQ 0 OO O� N m ao wz � _ C Y U wm o O , Z F- QZ � V w LL � R a ri w GIs O � a0 `o N > Ce) W 0 M C\I co Q C U 12) ai Q0 ~ :Q O) Oo M 00 ._ Z '- Ln CN _ Ln oo r E N CM N o Z Z E 0 m c d E U J ai Q a J JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. C S El i m Do 00 N N ~ v 00 N O 0 M 00 I JI m rn co co CD LID N 0 J M 00 I H Q rn N C a c J y a� O U c U co U N O i 0 .0 J N L L- N r\ N 0 0 0 a rn N N v 0 W C> 7 O H.B. 25-SH I AC PAD AC PAD d• 26-32' OPT REF. - 24 24 24 24 Oto LO I I FA ILY RM 111 1. D.W. I III ■ 8' 8" FLAT CLG. III iio ICARPET- r C?Ij o 50 CAFE � 8'-8" FLAT CLG. I� I1 j a CARPET " I I ■ I �I I (3) 2X4 #2 SPF W/ U- I o (3)16dTOENAILS o• of O� E 16'-42" CD @BASE 4'-0„ 6-8„ ? I I T-4" 0 0 PATIO I 2868 OrLO ih 1'-4" C\I I H ■ 0 - U- I ci � F 0 OR 8' 8" FLAT ALE CD J S6 OWNER'S SUITE T TYP @ 2 STORY 8'-8" LAT CLG. C RPET SH 5CD : 0 16" DEEP °, ■ I OCO N (� I A T-4 MAMP N vim �0 SURROOUND 36" X 60" SHOWER LOW WALL OR SPINDLES PER SPEC. T-111" 2- -- I I H1 3 � _ - 16 `G cli 7----- II13_ - 8----- I 12 - - - 9----- 111 ------ 10 ---- HANSON BOX �- @ 36" A.F.F. DRYER VENT ' -THRU WALL W/ (3)16d TOENAILS @ G I BASE S3 I 2668 I I 06 I cn O 7-7" I I 2 0I W.I.C. I j 8'-8" FLAT CLG. j W I CARPET I ----------J R&S H1 5-SH 16' DEEP =N b CD aT LO 16" DEEP 14111 S6 jTYP @ 2 STORY S3 EDGE OF SLAB 2" BEYOND WALL rn +42" SLOPING HALF WALL S3 2 CAR GARAGE K �3 8'-8" FLAT CLG. �N BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 0,l \TYP @ 2 S6 STORY 21'-42' 12'-44" ,w 10 I IQ IO IO IJ ILL 10 FLEX �z r 8'-8" FLAT CLG. N O I T CARPET I I I in - I J I S6 NOTE: FINISHED WALLS I I TYP @ 2 STORY TO BE FLUSH. VERIFY IN I I FIELD. fV - N HDR AT T-4" ENTRY 3168 8'-8" FLAT CLG o i <n rn F Y R I A G. TILE 1 I D cv S3 N NOTE: FINISHED I WALLS TO BE FLUSH. T F VERIFY I IT FIELD. I I I I I I I J u- I I I I I I I I I I I I I I I o I I I I I I 1 F -1 I 0 1 1 1 I I o I I I Iw I O I I I I I I> 00 I > I I Im I 1 0 1 1 IQ I 1`1 I I 1cc I I I 1p IJ I r I I Iu- I I I 10 I I Iw I I I I I I I I K I 1 I I I S4 I I 1 I L---------- - I I J H.B. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 112" 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 91/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20 X 38 j 18 4 X 37 j S.H. 14 20 X 501 18 7'X 50 S.H. 15 20 X 63 18 J X 62 j S.H. 16 20 X 72 18 J X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 j S.H. 11-13 271/4X38j 26x37i S.H. 1 H4 27 4 X 50# 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 1 H6 27 4 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37jX50j 364X50 S.H. 25 37 J X 63 36 4 X 621 /2 S.H. 26 374X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 � 52 � X 37 � S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 524 X 62 4 S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 518" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 +28.3 / -36.4 OE +26.6 / -28.0 +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'-4" 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 1113111 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1109 LIVING TOTAL 2902 GARAGE 437 FRONT ENTRY 15 TOTAL AREA 3354 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 FIRST FLOOR PLAN B EXT FRAME 2 x R-13 KRAFT FACED I CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: Y4 "-1 r-0° GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED NYL�:�t��icFf'�f�jf�taf�� .� `' o d , o"' ® fl"11IIII11111 E` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. O V V N N Q I-- r Rk ik 0 J LLJ U. O C, 2*� M J �# W W fA 4 ii% M � U- fA C _ N Q > LL3 W aa.X z -aocn 1131 p O C N W @O`� � m m O ¢�ao W E rn Z �'�NO¢o� ar,z ILN J o a ° v z ❑❑❑❑ W I' z o g z o z m d. N M U) Z oIlia (D(D w g V 0 U a O LU qss � � o V♦ ` m w � . F-- W e ® V; • �0 v o Of� ¢ o o CD M. Z Z =o O }� C, V Q. o V w z < oa V 0 ca ~ ¢ O O z CD M N¢o a= o <omo aZ wW W� 2 ca M cj N 0 U �JO Z ,z QW �w O U N 0- 3 o� a �W W � V wLL � it � it 00 Nz3 J < �F >O CID o� zI¢ o� U �i c O 0 WE >M L rr N cts -j Q C m N� 2 0) ■ _ z o Lid N T ^ 0-0 T 00 m c� N W 04 o z Z E O a2N i c c a i E -a � U � JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. 1.0 t 1- I I Tl � - �i_�_ iII III i _ T T.II.a.il;Iii.P.J-,zl;JIliLl_�i ,,.L��.,:iJiI I11.Gi,.d1� r---------------------------------------------- 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 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 L- - - - - - - - - - _"' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TYP @ 2 STORY H2 D2 3 O D2 (:S:69 I , I BE I ROOM 5 I 8' " FLAT CLG. i CARPET I I �50 >L �I CD 00 I o Ln 22 I I D1 Z0 13'-2' 2'-8" 13'-8" r` LOFT 00 -Tc N M 8'-0" FLAT CLG r I CARPET I ROOF G.T. 4'-O" T-4" . 5'-10" 3'-10' 12'-0" LLI +42" HALF I ° ° �I WALL 2 I Ln I N r T G. _I U) /I XI W // I - Q B E D I OO M 4 116_ _ _ _ 8'-O' F D2 4_ 5 4 115_ ,. VII I ML J 8'-0" FLAT CLG. 6 _ `° P _ CARPET _ I 4- o - -- _ i 3 - - o0 - - co ; - oc 2668 N - 2 9 - 10 J --- S6 U) 05 :N FIB RGLASS �TYP 8'-0" FLAT CLG. @ 2 SUR OUND JEC2,�)[ CARPET STORY o I ROOF G.T. T-4" 5'-0" 2668 4'-2" 206W 8'-8" BEDROI M 2' 2468B.F. IN `� B IDROOM 3 8'-0" FLAT CLG. LINEN g'-0" FLAT CLG. 22 b1 CARPET I 4 SH 12" DEEP °P T CARPET r 12'-4" 7 I I 2'- 2'L " 12'-6" 4 I 00 LI_ m I I I fn fn I LL pp rN I 01 0 CD H1 6 D2 I to t I ) Ln iH J Bo S6 3 3 TYP @ 2 STORY D2 D2 W X 0 w v� TYP @ 2 STORY H1 4 � D2 uj `L.L V W N O 00 T 0 0 TYP @ C0RNIERS >2 U.N.O. HEADER SCHEDULE MARK HEADER SIZE REMARKS F(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.OE Fb=2600 PSI H6 (2) - 1 3/4" X 9 114" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 14n1^ EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-011 2x4 SYP #2 16" O.C. SPF #2 >9'-01, 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT *' SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 187X254 S.H. 13 20X38j 18�X374 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 187X62 S.H. 16 20X72 18�X71 S.H. 11-12 271/4X26 26X25 S.H. 1H3 271/4X38� 26x371 S.H. 1 H4 274X 50 i 26 x 50 S.H. 1 H5 274X63 26 X 62 112 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 -1 X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37JX63 364X621/2 S.H. 26 371X72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73� WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 50 j 521 X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. 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" AO +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 Jd) +28.3 O +26.6 , -28.0 F +26.6 / -32.2 GC� 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 PRESSUREJ +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'4" 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 1113111 1 ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1109 LIVING TOTAL 2902 GARAGE FRONT ENTRY TOTAL AREA 437 15 3354 I SECOND FLOOR PLAN - 1 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 SAVE) SCALE. Y�r-1'-0° GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 4 n �r 1 4 r �oe®tttt��l�t/ - 0 . O .. F � .� .......... �O�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. N � � E co T_ oo / vy N co cO pO U N it v M N N m N LL LL r_ 'Lo m o aYmrn � ww �� r LL u_ a a a Zbarn > C' C ix Oe W co a;o 0, m o 0 C N m "m o r� U0W 2 Ec�l rn J a 0 d4cgZ O�g N 6 t- J W G U ❑❑❑❑ M r z o 0 z Q d N N _ M z o Li - .O _n g a a to (A 1„AM L-_ o = a- o m E O 8 s S = oai N c u) O o OD W m z O z � E O w� O >m Z ca 0. O E xo o ¢ dz �o o az O N i i o wo ao ww �� 4? B Cn C c o m� F o om zz _ J �o� am tq v oo�z <o zz ¢o �w �G LL o z w aF = (� j wo c a zIa = O 0 >M s.. v LO •- N 00 co N co O C 00 ■- z o Ln 00 N T Lo oo N r 00 r r N M ` cN o Z 03 z E © (n T7 t0 c c a E U a ai Q p� c JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. 1.1 � SEE PLAN FOR LANDING DEPTH MIN, (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 7 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 0 is 0 M 0 OPT. REF. -L] KITCHEN 2x8 #2 SYP JOISTS @ LANDI.NG —� @ 16" O.C. w/ SIMPSON A35 CLi4I OR LUS26 HANGER TO LEDGER. U \ Q 2x12 HDR. w/ (3) 2x STUDS AT \ EA. END FOR BEARING \ w U STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 _ I CLIP TO FLOOR SYSTEM 1x RISERS (TYP.) f` CONT. HANDRAIL i THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. MIRROR co T" PLYWOOD @ LANDING 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. KITCHEN MIRROR OWNER'S BATH 60 0 M a IL C W Jpft 0 Z C::, CIO E Z now 2) 01 00 ca 2 ,ca ) KITCHEN ISLAND 0 0 M INTERIOR ELEVATIONS_ SCALE: 1/2"=1'-0" STAIR CALCUTIONS: TOTAL RISE = 19-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 318 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Wnder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: My� Handrails shall be provided on not less than one side of eachcontinuous run of treads or flight with four or more o risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of r ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be OP continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly 00 above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails: Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. b Guards: w Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. STAIR SECTION_ SCALE: 1 /2"=1'-0" G� , y,1 • O -.a us s a 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. in F O _ 48 N c0 o^D W QO O O O m (O J M N N C U3� LL LL O y dM0)-yp J � W W 3�u- .5Z � � as a > �i� gj a a � 0 Y -0 Cl) @ a; O � m O o ce J t-1/2"THICK 10 NOTE: . W- 1 r1 OPENING DIM. s • INSTALL OVER STONE, 3o TYR ❑ •FIN. TO HAVE z TRADITIONAL LOOK& SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED �noF ND DECORATIVE SHUTTER 1" x 12 SMOOTH TEXTURED TRIM / BAND-� F4 8'-0" RIDGE VENT 12 5� F4 COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 1" x 4" SMOOTH - - TEXTURED TRIM /BAND 6" FASCIA (TYP) T.O.P. HDR HGT. A I 18" X 60" SHUTTER 25 SH 25 SH FLASHING 25 SH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- -- 2nd FIN. FLR. �J T.O.M. it ]L ] i-� 3 F2 d TEXTURED CEMENTICIOUS 25 SH FINISH ON C.M.U. FfL. • ICO 0 FRONT ELEVATION - B1. T.O.P HDRI 04 _ 2nd FIN. F T.O.M. F.FL. + 100 00 LEFT ELEVATION - B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA! LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. a a 909 R=Ll. *��$kQ4E1E6a@t/tpf dZ Jam•. F0 0 F E S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. y M 4 E N W p ty� . N 009 m 0 J co N ti � C LL LL I' O yi M � V) J # Lu , -J N _. u- _J d C Q N" awLu ��LL3 a i Y Z �`�°'�� m°JO � 9 w C N 0] 0] W W W m 0r` 2 EC rn B o a m z LL NQMZ `t O 5 G U H J Z < ° d E301710 W 0 C9 � � o ¢o _1 v J Cl) � N l/1 M � a •o QJ _ u_ ,0 N Y i.1.J O � a N w F-- C E 0 C) o, LJJ � of 8 _ _ C) o • • A O 14 O w Cam' co Z S o Z zo oa t— — RO U a0 2UU p oZ O N E ❑ ¢❑ az L M z Y m0 O Z, J a" <w Zz N o z ao U as =r o - Nz a< _ Or �o O it z¢ a 003 a �O co ^L1 W LO '> a) 00 O Q O m 0)r 00,r •.. Z r 00 N T -L U') C) 04 00N '— ai 00 N Cy')N o M Z 3 E O PI.Z d E U Q p C JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. 3.1 Milt A. N h ti -loo CC) T.O.P. —_ HGT. 1'-011 I COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.P. 2nd FIN. T.O.M. HDR 1'-011 ---------- 1; OIL 6-0" RIDGE VENT 8'-0" RIDGE VENT 12 5� / / / / / / / 12 — — — / 5 / / / / / / / / 12 �5 \ \ \ 12 \ \ \ \ \ \ \ \ \ ------------------------------------------------------ EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTICIOUS FINISH ON C.M.U. 25 SH 1 25 SH (TYP.) 25 SH 12 5 L,,--' ------------------------------------------------- CJ 25 SH 2ndFIN. FLR.----—------------------------------------------------------- T.O.M. ------ -------------------------------- CJ / WEEP HDR HGT. -------------------- 4AI P11r1l�r \ /rA1T 12 5 ------ ----------------------------T 1'-0"-T-T- 2'-011 TEXTURED —Z CEMENTICIOUS FINISH ON C.M.U. N1 (TYP.) 25 SH F.FL.------------------------------------ REAR ELEVATION - B1 SCALE: 1 /4"=V-0" RIGHT ELEVATION - 131 SCALE: 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to tie applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventitating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. 'CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. ••' • i F 1-� �v FESSI 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. 111111 W O 8 cis co Co N � N 1A MNN L'L LL A y) Y co N =3U Ot W LL� as Q LL N M > m u- 3 LL rL IJJ W 0 C Y Z0 -ocn°' 0 W it W O co mo�fO mmo ��0 W Earn o a T IL NQMZ Q O _ U E— 0 Z .. U ❑❑❑❑ W Z _ � o _ M N �t o X0 � �- 1VJ, `V w O 0-, N w H o � N o U 0) w = o y U o C U) OM �• rn m CD 9 w MO J L.L z o a z o Z N ce E� E O os u? z® o n Ica CL 0 o< 0° ZC:)@ CD i ao ap do dZ WE� N =3N C m0 o& z Z "� < ° Q W z v� z o aw W 1z w� ao vo �_ C:) w >° CC)a �t za �3 c O 0 M ^L1 W '> N 00 � N c13 —I O o m E � r 00 Z T L0 00 N T 2 Ln o o N r ai CION o Z M Z 7 E O ti � c n Eo U ti Q p c � JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. 3.2 i 2" 1 2" *NOTE: VARIES 1'-10" 12" CAP r CAP iv iv FOAM TO BE USED 1" RADIUS C"' ONLY WHEN REQUIRED BY ^ �,N 31/2"' RADIUS 1/2" RADIUS781 iv oo - `O COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2 OPENING VARIES 2 J2�' ~ N 3/4" RADIUS 4 1 5 MIS t 1" 1" MA BUILT W/ STUCCO. 1/2" RADIUS 1„ 1„ N EDGE OF 1'' 4" VARIES - Mla SIN 1" OPENING VARIES 0 21„ 2 VARIES M :I 12 VARIES rIN 11_01. 1„ — 1 1/2" RADIUS 4" 1„ all 34 y 4 y �?�. I ( ( ( � '�`� I I 2 1/2" RADIUS LO ;— rl� VARIES 12„ 32' BASE CD BASE r SIN 3" 2 2 _ Mry 1„ 1„ r 4„ 4„ 1 �-g11 3„ 4 / 4„ I 12, *NOTE: VARIES 8" 2„ 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2" 2" 2" _ 1 co BUILT W/ STUCCO. 21" EDGE OF • , OPENING 6' 0 1-1/2" THICK 1-1/2" THICK 4" 10" N 214 d �10" 6" "�1Iy„ � N -I V 1 I 3„ a 2" N 2„ 4„ 3„ 6„ 2„ 2„ c� (D U) / IN 1-1/2" THICK 31" 21„ r - �„ 4" 52, 1,-5" 52, _ 1'-4" 3" c 51„ 4 07 IN ici � N 2r• - rIN a" 1" 111 12 - 0 r VARIES VARIES 1„ 2 N 22, t i � VARIES VARIES 4„ rl 32, r r 00 6" 4" KEYSTONE F11 0 OPTIONAL ' = KEYSTONE F11 00 r` OPTIONAL Y-34 ifl ; R io Q^ ,, 41„ 2a 4" GARAGE DR. OPENING 4" 3 4 4" WINDOWOPENING NOTE: e INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH Oil • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14" 4 14. 12' Z-1" • FOAM/ EPS MATERIAL 1S ACCEPTED 54" 1'-12' 54" 3'-8" — iv 1 " 4„ 3,_0„ 4„ 10„ 1,_4„ 10„ 0 f2" is �r — �t (V N i N 60 0 17 M M ;- 'pQ,, 1" Rro, 11„ 2 1" , GENERAL NOTES: M� o • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) rM • ACRYLIC SAND FINISH LEA r� 0 0 N O N To the best of the Englneer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W f. CD E 8 N rro-� t00 CO N N N u- LL 00 ' M > LL W O a a Lu O CIL � Z_ �N°' m OJ 2 W13 C N - "P moil a W Z IL 2 E N Q co Z J 0 a O_ U F J W O U ❑13ri❑ N Z pPp O Z � Z v o N CM a o W � -J' I.ryL" p 4J Q v c/) ,,, � o allo F-. o L.) w r— m E 8 i11 S w di 0 °� < o w M �z O S z �wo cf E oo >m <Z o ti Z® F� pVg' _ E O 0 U a� o p Oa N¢o L o ¢ az W W C/) z U m O Z z J am ' �z N N oa Z go cz 55} ° mw w� <0 _� o cow w Xo " _ �Y 0. ° : c O 0 (y L '> N 00 ca J I..IV O 'a r 00 'v Z o LO 00 tV = 0-0 r 00 C) N o cu tV z z _ E O a, _ IL cJ 0 ¢ pf6 JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL #14 copper to lights & outlets 1 200 #12 copper to 20 amp cots 00 AMP #10.2 copper to WH #10-3 copper to Dryer MAIN O/0 or 4/0 SER Alu 200 amp 150 amp Di sconnect POWER CO. FEED INTERSYSTEM Bare Cu Ground 1#4GROUNDING BONDING O WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 14, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. N.B. 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. AC PAD AC PAD 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. \ \ 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling DISC. ' units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate Co standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and Ut/p f vapor detector sensor, according to the installation. GPI 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and I labeled by a Nationally Recognized Testing Laboratory. I FAMILY R M 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 1 /J \ shall be equipped with a monitored battery backup. A , 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 ,� ..� ` ROUGH -IN FOR\ \ exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and I OPT. CLG. FAN/ \ either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning J LIGHT PRE -WIRE when the door or window are opened.. .� 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed / within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the I 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 ` I 18" for sinks and ranges installed in corner counters. \ ELECTRICAL KEY PATIO DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WID PEF GFI �&WP WEATHERPROOF DUPLEX OUTLET S.D GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR I 220 VOLT OUTLET / WALL SWITCH OWNER'S SU)fE THREE-WAY SWITCH I . 4 FOUR-WAY SWITCH ! ^ $R RHEOSTAT SWITCH (/ , CEILING MOUNTED LIGHT FIXTURE ROUGH -IN FOR I OPT. CLG. FAN/ LED LED CEILING MOUNTED LIGHT FIXTURE LIGHT PRE -WIRE J WALL MOUNTED LIGHT FIXTURE / ORECESSED LIGHT FIXTURE / +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS .1-1f TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ,Or EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) I-D PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) 0 TELEVISION (OPTIONAL) fFVI 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT I PENDANT AS PER SPECS CAFE C.M 1 GFI @ 44" r- A.F.F. Ill 1� PPlj. D ?GFI Tr TrGFI _ • i —0—P T. REF. FAN Do Fri. ma' SAW MMONIN ANEMONES U.C. SWITCH I L FOR DISPOSAL I DEDICATED RECEPTACLE FOR MICROWAVE RANGE t HOOD PER SPECS - I C.M RECEPT. FOR ALARM SYSTEM ' I FLR. J =1 @ 44" A.F.F. W.H. 9 l IWP !GFI FLEX 1 / 6/ `J ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE ENTRY I ENTRY I LIGHT AS PER SPECS /GFI @ 44" 1 A.F.F. I I I I I 2 CARGARAG E I � I I \ I I GARAGE I LIGHT AS GFI FOR I PER SPECS GAR. DOOR PREWIRE I I I I I I I I I VERIFY LOCATION ELECTRICAL PANEL I _GFI_GATI@ 44" A.F.F. 11111= 1 ( IRRION _ — VERIFY METER H.B. LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE:1/4'=1'-0" rn 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. W Q E 98 00 CD N R 4 A O O O co (0 -y J ® CO v-urna u � a a lj a N rn LL !L !'n i Wa "u =O Z > � ��°' X Coo �29 mmSo W 2E1' �o ag z LL co A< co p coZ tY O S 60J a Z d < U El 11 W c' FENI Z N O 00 z t � < M cl- V I � n, a c o C1 UJ cd 0 o a 0) L/711 r= g U 00 LLJ m Rig �— 2 E ! z� Y QCO o C Z M log o� Z Za ;r =o o z }m z ;Z 0z ❑a (6 — C 20 X cU.1 U c, U 2 Z O N � i a o wz 8 Gm0 ¢ wz r2 c C Z U FU Z UZ Z - c a� J w- y m ¢m F 2 W Zz (n Z 50 Mur W a0 �z C M J co oa :x za o3 �O 0 co L LO '? N 00 co N co O 00 .� Z o L0 OO CV 00 T N N CM �; o Z Z E O c tl U J '00 c J JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. 4.0 0 M 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). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" 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. 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 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE +PC 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) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) 0 TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 10 ELECTRIC METER _!Q ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER #14 copper to lights & outlets 1 200 #12 copper to 20 amp ckts 00 AMP #10-2 copper to WH #10-3 copper to Dryer MAIN ..y /0 or 4/0 SER Alu 200 amp 150 amp ==Y Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING 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. -------------------------------- 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 L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — UPPER FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" a Q ICI t� rgEti rn c=> N _o N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W to AN A111hF W 8 (p sto N 91 M N N N U 0000 Li.. LL � 0V o ..�., M 10 _j ' 0 w � a a m a u_ N �rnLL tLM W N K a -a �O Z >`_he aroU) a; o 40 m O0 W w �o O m� ILLLZ iz N p NQc+�Z U Z U 1— ❑��❑ W 0 z olama z J M a o N _ M Z 9 a a--+ u, U � a OT tL W c U L �— ° E o 8. i I = U o � w M M z ¢ o 65 z s E o E 0 wz � Z® v Q= °� tco rti 10 o< 00 a< ZN L aZ wa < W? W� ..-+ � C/3 C 0, U Nm m o OLL z Z QWz C0owg Z g ° W Q V �LL a "d �— ao �Z =3 ~ o a �o x Mill!Z cfl �r zl< a ° 3 c O 0 > C'7 W L0 .M— 00 � .-. LPL _j O o 7 /11 m � ~ Mt M Mt 00 Z LO W N = Lo C) 00oo r ai M N o W 3 N Z Z c E O r° a U Q p JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. 4.1 3 v m 00 00 N 00 v z 00 o' J M 00 rn '-0" ...... 7 I J. I N r RIDGE 1 6'-0" RIDGE VEN iy/A I L 9�! I I ti�A 0 .. .. .... O............ ....... J i r 1 i 1 1 t 1 z w `12 SCOPE ...Lu ... :12 SLOPE 0 5:12 SLOPE' 4'-0' RIDGE VENT cr 1 i q o0 i 1 1 I 11 A1 // I \/ 0- L V J . . . .. . . . . . . O... .. .... . ..... 04 U' vv I JP RIDGE 0 6'-0" RIDGE VENT J Cn 1 N r I 1 1 I ROOF PLAN SCALE: %4"=V-0" ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ, FT. SQ. IN. of by Upper SQ. IN. of of vented INof of ventilation to SQIN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators TO BE USED. LIGHT FIXTURES SHOWN ARE FOR r� 0 w �.t e. ,a P cam, f U r r 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. p U N W N D C) 2?01 M N N � f0 N J LJ � ODL. ■r�.w� �II�IAINI®All�r�`�Tmm`'�r'�.�'�`.m T c d 1-STORY 2-STORY 27-0" FOOTING FOOTING 4'-11" 2'-22 2'-52 4'-6" 4'-8" S-10" 4'-5" 4'-8" A TYP @ 1 2'-6" x 2'-6" x 1'-0" S3 STORY W/ (3) #5's E.W. H.B.t 11 ,:2 "I 29--0" 6'-0" J TYP @ 2 S6 STORY 6'-4" ■ . • . • . •. . • . . . ----- -I--- ■ ■ » -------I-- » ■ . . . . . . . . . . . . . . . . . . . . • . . . . . . •. .. . . . . . . . • . . . •. . • . . . . • . . . . . . . •. • • . . • . • . . . . . . . . • ■ L? 0 HVAC CHASE � --- --I---� -- :; —--------� ;_ BASED ON0 , -:-LOCATION 3-1/2" MIN 3000 PSI CONC. SLAB FOR ; : : ; I - b - o ( HERNANDO COUNTY ONLY T i2 HVAC CHASE 1 BASED ON 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 I MIL VISQUEEN VAPOR BARRIER F _ I r- - I :: ��' : 0'-0" I I M LOCATION j I I 1.11 D.W. II r I ■ I = T 4-0rIToo—--- CJ I I CJ I__ - CJ - - - ( - - I C J - ( f ro STEPS AS REQUIRED PER I I I I I I I 13 Y I Z __ _ _ -_ ' _ i AHU = ' STUB UP TO I FIELD CONDITIONS I I ■ PROVIDE 1 y2' RECESS I FOR SGD. REFER TO I III I I I KITCHEN L �_=__�________ I � I - - - _ _- CHASE TO ISLAND ' - _ _ _ _ _ • _ _ - _ - 2ND FLOOR — FOR A/C _ J ■ : ■ ■ iv — — — ISLAND LOW MASON'S SLOPE FOR I 0'-0" I WALLS 1 1 TOP OF CONC./ PAVER TO BE 4" BELOW FIN. FL 3., R9'-9 ■ SLOPEI WIDTH 10'-42' 2-34 3'-4" O L 19'-2rn I 2'-6" -3 1/2" q LO CA S3 I 1 2'-6" x 2'-6" x W/ (3) #5's E.W. 1'-O" VIDE PRO%2' x 9" I L S3 — — — - RECESS FOR FF,T. DOOR O . • >— © v— — — — — — — — — ■ ■ r —CJ —CJ I �: --- -- --------L_ iv 0 ( I G CC (2) #5 REBAR VERTICALS w/ in " I I S3 - I FILLED CELL I :: : • I 2 STORY ' - INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ • • • • • • • • • j } • - I I � 00 (• • I I (1) #5 REBAR VERT ABOVE SLAB TYP { j (OPT. _ @ ALL PLACES SHOWN HOOKED FTG. I + v I W I I I DOWELS 5" EMBED W/ 25" EXT. I "GRADE { IL? CD I+ . OP 3 ABOVE SLAB 40 STEEL" _ J -3 1/2" I SLOPE I TYP @ 1 STORY Mg. : I OPT. DI - ` — — — : I W _FCJ " I CJ I CJ I 9 : I 15'-64' 4._5a... 5,- , ; : S300 I M eo �, s3 i I 0 00 2 STORY 21''-22" 15'-74' 6'-32'a I: I #5 REBAR O WH . (2) VERTICALS / in FILLED CELL II L:--- ----- --- ----- O .. . -.j ....... ....... ....... - io A TYP @ 1 S3 STORY J TYP @ 2 H.B. " x 2'-6" x 1'-0" S6 STORY W/ (3) #5's E.W. FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN - -v La .,e. CONTROL JOINT DETAIL SCALE: 3/4" = T-0" #5 CONTINUOUS .�• ' ; .'_ • �_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. �_'' ' ' �'' ' ' •. HORIZ. REBAR, TYP. ' ., . .• U.N.O. - •. • • ., " • •, "Alternate: ' The reinf. bars shall be • •. cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" F� OWN ••. Ctr s v`•••R` F: ke••••y^�a`_Rs •N � . '.'`S1.S'1� yiS i0 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. a 9 8 �� 10 N N 4t 00 3 ci O C M N r --IJ # pNp LL LL 0 rMr1 a '3 u- N J -j W W lL J a a. a N N M a) > ` W y a W '� =O d � Y x O q C N •' m m O IL � ! N Q M ZG 60, � Z °� ❑❑❑❑ W 7 V M 0 N M z � o z J M t2 N N - M z o �- U o a l/) w c o wa ®ig w m r- E E o g I ' ID U o o C W Mz o Z z U- ce E Z Q z o ❑a z co ~ CL o U <z 00 U °a wW N L w o ¢ ¢ W ra N o V mm � o Z LL WJ Cn a ° QW z zo rJ o �k �E J w =3 F � a c O 0 .N co LO 00 = N .-. O ~ 0) 00 ._ Z o V) N E N M ` iri c� o Z Co z E O r m a E a o JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. 6.0 i m 00 N v o`no o' J `0 I m 00 N v x 0 J M 00 ao o= i a N / v a N O 2 v c r r A T' M 0 2 TYP ro, A J S6 TYP @ 2 STORY FT1 GE C D_ N N CJ5 a rn w nDi LO a - 1 1 Al FTF1 FTF1 7 ILL --ii CO3 1 W x 171 D1 I IP a 1 LIJ 1 FT8G 0 � m — — — — — — 1 15 ---- ---- 42 !1 1 — — — — — — _14 ---- D.2 co m ------ ------ W ><I FTF10 x FC03 FTF to CJ5 CJ3 1 7 D1 1 1 CA Ilk FT1GE M LO �02 S3 b J S6 TYP @ 2 STORY @ 24" O.C. -0 UPLIFT CONNECTION CROSS-REFERENCE 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 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 1 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18)10dxl-1/2 HTT4 4215 5/8" ANCH.1(18) 10d x1-112 J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1 /2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 1 6645 5650 7/8" ANCH. 34' STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3112" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 1 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X"rHCP2 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" 555 535 10-10d SPT22 735 8 -10d 1010 605 12-10d SPT24 1090 12-10d 590 555 12-1Od x 1 1/2" HHCP2 680 570 20)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 SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L 1360 FLOOR = L / 480 WI 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (6) 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 NIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED 4VAR FOR HIP PLANING TRUSSES. R1 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D-1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING aREFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS DETAILS STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) —\1 PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS /-rF 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ 4 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING FC03 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = P-0" SCALE: %4'=1'-0" I r� r Q �0 •' 6 4 O - \Q 0 OFESSk ft�`,nlWE E f f tm#vl i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F to m E Q000 N Xk M N N N Co LL LL d y w"rnoacww = LL{ LL a a M C', w C6 LL °- d w O 0 Z -0Cn0 0Wo W m0 �o BOO 2 N m Co o i- r o W U LL�. 7' M E T0 a T �izNQO5= N a coM Z V J Z 0 U ❑❑❑❑ W o � z z o /1J rI Q � J a, a M V) o �� LL w o � a UIM O W v , � N o � � v m w E2E 0 8 I = a C 0 M Y o,co �Q sm IW co zoI Z LL E z o oo > Z® E � V oa CU F— C Mo RU &� Up oU o� C? N a0 ao �o dZ rw rp N C � z UY U m� o 0"Z. z z - N a Wm y <n u, Q tiw 001 Z O U W az N" =5 o a nj CO zl�d 0�3 = O 0 > M W LO '> N 00 co Nco c � ) V/� C U �) A 1.) m M 0) Vi T 00 Z o 00 N Lo - N r °' M 00 T— M N o CU CN N r Z z 0 O CU FL 0 o O -j Q p -j JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. 7.0 rn m co 00 cV a c c z 00 J M ar- I rn m rn ao N m x LO N O J LO 00 I O L i rn c rn N v o_ E z `v C C N O t.l.. X X 2 2 <t �t c� C— M y`�� U U CJlA D CJ3A D B3 N m v G) CJ5A D � co D 1 I 4 \N* S57A I J2G TYP G \ V \\ V // D \/ 1 I i J3G 1 4 S5 CJ5A i W CJ3A U Cl I CJ1A P ¢M �02 \-OT �,, YP. 0 0 > (Dj 2 ROOF FRAMING PLAN SCALE: �4 r=1 r-0" UPLIFT CONNECTION CROSS-REFERENCE 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 1870 15$5 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D H3 400 320 8 - Sd RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1!2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H H7T4 3610 3105 5/8" ANCH. !(18)10dx1-1l2 HTT4 4215 5/8"ANCH. /(18)10d x1-112 J HTT5 4350 3740 5/8" ANCH. ! (26) 10dx1-1/2" HTT5 5795 5J8" ANCH. !(26) 10d x1-1/2 K HD3B * 3130 3050 5!8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5!8" DIA. BOLTS L HDSB * 4505 3785 5/8"ANCH. 3!4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD76 * 6645 5650 7/$" ANCH. 314" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005l915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 "* 1335l2820'* 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" O HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1J2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1l2" T MTS20 990 $60 14 - tOd x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5!8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTVU20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8 - 10d Sp2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10dx 1 1/2" HHCP2 680 570 (20)10dx 1-112" ' 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 SHALL USE SIMPSON "SET" OR USP CIA 7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W! 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19:2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (B) B) (.. ) (A) (+ t OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- ti") '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 - t6d 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 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CA13IFE�—t A)—+ INTERSECTIONS. SPLICING / 2 x CONT LEUU K 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 Q(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D-1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS DETAILS ca tiy�y� e 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 - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W f. E � � (0 co 3 m cV 00 v v 00 O� tn rh ib I rn m 00 N CNCN ran 00 00 aci v rn c 3 Q N Ca_ E c� E O 2C N a rZ GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast-in-piace concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 ' 0 Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF400B/iT 8F321B/iT FORM do GROUT SOLID iV Q W �U O #5 BAR CONT. 8F12-1B/1T 4'-6" LL VLINTEL DETAIL = N.T.S. No am 20 no. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q 8 F 16— B/ 1 T U tNOMINAL. QUANTITY OF r WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 77Tc_p_r_e_c`es_t finials = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. ATTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL 4 A O A a #5 REBAR AT TOP = O c G .M.U. w e n MIN. (1) REQ'D ° 4 1-1/2" CLEAR 2 a z e o C d A 4 0 z GROUT O , r J t] Q 0 a cn rn 5 REBAR AT = — U) w e BOTTOM OF U)K w — 4 w 0 t; o '-*—BOTTOM LINTEL CAVITY Q w \ a T 0 v REINFORCING 4 ¢ d ('ro Z LL 7-5/8"ACTUAL PROVIDED IN z w Ci 'r' D D 8" NOMINAL WIDTH LINTEL ¢ _' d 3: cNo <o L. �7 5 REBAR AT BOTTC AS INDICATED (VARIES) c � Lu n0. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 1-10" LL O 6'-6" LL O T-4" LL (E) MIN. LINTEL PLAN SCALE: %4'=1'-0" c� OWN j "* * J ^a' w �J Q at -p O� 0 f M ES To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Wa /� E 00 . O O pCo con N CO R Xk N V O [A M N N N J J 04 (L LL up 3LL— Lu r—'i. LL d C a 'a *g'C¢ O7 M a) j m� Lu Lu W O CL ii Z 103 , L . � Y .mo A:! r-Wto o co X.o mZ�0_J O0 LL 2 E T m _, o 7' M d'@C)o NQb QO�= CJ H J Z ❑❑❑❑ W CI N O z g � /� d o V J\ V) cN+� Z g V LL 4—J C 6 w o °V Q ¢ - 'Q'�• O U1 Ul u m L. r o r— o 'm U w �+ r— m E O o �`•.. Z Q `n Yo O co W o � U_ z o o0 Z»Z QN O E V G- Z� W Q O E R0CIL a QO Z N o ¢o aao d i r6 C U m� O O Z Z_ N J "m a 0 aw Z Z rn Cn N oW o U W Q oLL w a ww y z 6Y = �� o O � o� a o C O O .y >M L �1// //�0 � N �Q.., ca —J O UO CD Lim 'o /TV00 rr• z M W N = U') � o N r ui M 00 N M N o Z Z E 10 N t° 0- E o U _J a m Q p 0) _J JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. 8.0 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 STEEL. IT I OS 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 EXPOSED EDGE OF THE BOTTOM 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 N OR DOOR IN A CLOSED POSITIO N 0 WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 YZ INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1,1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2, 1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2. 7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT, R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3,3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: y;, 1 GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1 CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3112" 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. N 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 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6, WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3, NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4, 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and heads be installed 1'-0" building spray shall not within of the side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. if rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.t5 - C ncrete overpoulr and mortar along the foundation perimeter must be removed beore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The "The building has 'a certificate of compliance shall state: receivedcomplete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION- GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. �t"tgctu 1 s F 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 - 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 WE \ co v `° CD c- V MW 8 N "0 ��,.. ,IV A U) OOO? T CD J LL M N , @ 0 .,�.. M c �= W W LL N W LL a a N Q -M W Lu r N �u_ a s W 0 z Z 0 p N0, z j t .2o oo m o W 2 E c' ❑ Z IL 0) N O W O04 _ Z d < U 1:11:1E]❑ W N M OO O N ti 4 O Q Z V Q J M iL N E3 '1 M z XW _Tr C� Y ® � O U1 ° w � c E 2 allw v m m � E o 8 I. iI U o `` M 4 01 C> CD W M" ¢ ° z `z � 0 0 8 <R ¢Z o.� n3 _ g0U X aF V� O V 0 oQ O � N¢o o a W z L . t0 U) ❑ ❑ y m 0 0 o W Zz (!� A J m QWz 2 a 8 z a° mom �w QY =r �_ o� oK 0 0 C"y n� W L0 .� 00 c CV c6 C CL /I� m E r M � T Z C)L 0 T N m w M N o z z E O � EE U J -0 Q 0 c J JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. S N tk i ( 3 m 00 N W v 00 o' J 0- ao 1 rn m coo N 0 N v 00 0 J LO r0 00 rn iv i Q rn N c o. E O 0 C N i 17 i C 0 c V 9 LZ N 0 N w3 0 0 0 r, J° 0 w -m 0 cn CORNER OF HOME — GARAGE SIDE J W C7 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6-0" + 6'-0" + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + +\4+ + + + + + + + + + + + o + + + + + + ++ + +' + + + +++ ++++++ + + + + + + ++ +++ +++++++ + (�' — 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 Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-118" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 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) x Filler blocking ° 1/8" gap FILL CELL STD. 900 HOOK FBOND BEAM w IX `t STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING(fJl MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min, } Small 2" min. 2" a gap m x. 4 max. Q -7Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB we stiffener 2° min. required when indicated or 4 max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flanguthcutst. - Birdsmouth cuts. N.T.S. Under 2nd floor Coli rmn w/ 1,,n&z N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate �1l16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H �a H C G 000 5'-Orr a c7 STUB -OUT FOR 1 r_Qr o o GAS METER 0LO o U O 0 CV � • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" Q.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. 'I T-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking 1 Ica v" tinr11 nail.-, at R" n r Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges too to 6" A 1%" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wail, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wail or beam below.* Use 10dx3" nails at 6"o.c, for all joist blocking panel *Non -stacking walls require additional consideration. — 1 Any 16" joist 112 1 1'-O" 11I 1" 1 1'-2" 1 1'-2" 1 1'-3" 1 1'-9" 1 Z- V 12'-11" 1 3,-7„ 1 4" 2" 1 4''-9" 1 5` 4" 1 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 1�" 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. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCl5000s 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC1 6000so BCI6500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16 2-8d 6-8d BCl90so 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 616d 6-16d SIMPSON MGT w/(22)10d NAILS TYP. 5/81 THRU BOLT SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS r 2X TOP PLATE 2 X B.U.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4°minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -�11 II —AFil 1 I-111I Nail with 10-10d nails. - — Insta►ltighttolopflange. SLEEVE THRU STEM� ° . :•°:. SEE PLAN FOR °. a .. FOUNDATION INFO ° d' STEM FOUNDATION r—GRADE nE7urr• Cl�� nr nkr \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. k/4"-2" gap 1 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 0 \ — - p depth I -JOISTS BUCKETS N.T.S. �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 4� a 4 II—f� a ' I I —III— � 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 4 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 4 d d z •'a .. co ;9a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE Q dv. ° f as G c ,d d c r ` Tr a SEE FND. PLN. SIZE & REINF. a r f ;.` b YE cbw " UA 0 • aF " °q. F R6" NN �1 t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q y¢8 "DO N # O O O a) f0 N N N LO m LL LL 4 M N J� k �LLN�22 ", LL d d Vi y M W In W W O � a Z a `n °' 0 o WJa O Q o�mq m W Z 2 ET o NQMZ ¢OO'Q O Z V ❑❑❑❑ W M M N O 0 O z o J M d N to M 71 a o C1 0 LL �(��J T c r% Y W o jt '�� J— ca c • _(DUI E to 2 mint— E E o g U O N ¢ N YO ° ®® r-- o c W M z Z ;iNi ce E �0 QN E �� z� no 6 no O E NaZ MO U a 00 Q rr �w L ¢Q W¢ �J yN ru C - CO U �o mi o o� Z Q) u m rz Q W W 2 � Q o< LL¢ no a N? W ��o a 13 o <F '_ WJ � o� a o� y O > M L W LO ', N 00 = N �•� J o m W C Z �± 0) 0 � 00 .V ILn z _O (N LO �-_ N 0 00 N N I- o Z z E C) ;u cc cc c a U � Q p JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. SIN 1 3 00 00 N c a> v 's LO 00 o" O M 00 I rn m 00 N a •c7 x 00 O J M 00 I rn c 32 rn c rn O 0 a. 0 L O c c J Qi i1 O U 0 U .o i U W 0 v t7 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH s „ „ „ (U.N.O.) (OR % GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS „ s „ „ „ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS (OR / GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE ABOVE SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. j (1) ROW BLOCKING @MID (12)10d NAILS U.N.O. R 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. � ROWS 2x BLOCKING 3rd PTS @16" O.C. W! (2) @ SHEATHING REQ'D. FOR ALL 1 ROW 2x BLOCKING MID HGT. FOR WALL ) @ 1) ROW 2x BLOCKING � @MID HGT. FOR 5/8" x 10" "J" BOLT @ 24" O.JAND — 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-61% 2 ROWS 2x BLOCKING 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 2"x3/1 " PLATE WASHER(TYP.) WALL HGT. < 8'-6". 2 ROWS 2x BLOCKING (ALT: 1/2 x12 TITEN HD @ ( ) '� �� @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. v SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN BOUNDARIES, OE D O.C. OR 5/8"x10' WEDGE AINSULATION PER CHART ON FLOOR PLAN @ 24 O.C.) 'SIMILAR 3/8" MORTAR BETWEEN EDGES, ND @ 2" O.C. @ AT FOUNDATION 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" OIC & SLAB &BLOCK 5/8"° x 10" "J" BOLT 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE `I 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (1) LAYER TYPE 11(#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 CHAIRS TYP. c, (TYP.) A„ ,_ „ ELEV. 0 0AL (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 WWF OR FIBERMESH _ A.F.F. OR 5/8"x10' WEDGE ANCHOR @ 24" x6W1.4xW1.4 O.C.) 2 INCLUDE THE WALL 6x6W1.4xW1.4 ATTACHMENTS D. A. . (2) LAYERS TYPE I OR TYPE 11 ° ° ° WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. - = I - °' . ° ° D. - =1 _ T� I D I=I I 1-III=1 I �I =I 0111] �I -"�- I I=1 ° I - ° O ° ° ° ° Q ° ° 4 d ELEV. -0'-31/2" o a ° ° a ° ° d O d ° ° A.F.F. U_ �31/2"MIN. 1 D e �31/2"MIN. ° D' _11 REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.-_ I I I I I - r——I =I —_ —_ I —I — =1 I 2x4 COT. a ° a ° d ° g .a N p ° ° ' i I�I, 131 /2"4" - I00 _ °I� 1 /2"(min.)- 4„ 12 HURRICANE ANCHOR @EACH �T� �[[ T� �7 1 I I III I� I, III I - _ �= -I I - = f7-` ° d ° d d I I d ° e GARAGE DEPTH VARIES n n 31/2 (min. - 4 - ° _ ( n m n_ 31/2 (min.) - 4 -� �-� F (TYP.) TRUSS SEE UPLIFT SCHED. W/ VARIES ( ) d METAL PL. UNDER EA. TRUSS a ° a g (2) #5 CONT. �� (2) #5 CONT. 4" 8" MOISTURE BARRIER TYPICAL INTERIOR BEARING 4„ 1'-4" 8" U.N.O. MIN. INSULA ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP GC SN1 NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 ` ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP oN�`NJOJs t STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @GARAGE 1/2" 0R 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM 12" ,N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT CREWS @ 7" O.C. SHEET S7 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ ��N�Uco s 'coN��N (1) ROW 2x BLOCKING @MID HGT. CEILING & 8 O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY \ ,/ ` FOR WALL HGT. 5 T-6". (2) 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: ROWS 2x BLOCKING @ 3rd FITS INSULATION PER BLOCK W/ 1#5 CONT. 1 x P.T, STUD " (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/S" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB {MIN.) @GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 F100K DETAIL SIMPSON N w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 O/C W/ 2 X 3/16 ° ° 3RD LAYER 1/8 THICK. PLATE WASHER TYPICAL K.O. BLOCK IL (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90'HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT, OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN, 2500 PSI CONCRETE SLAB W/ 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 (6)1/4"x3114" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10) 10d NAILS �, 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2" x PLATE WWF OR FIBERMESH *= F I cl? ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. TYP. T ASSUMED FINISHED = GRADE ci PER MFR INSTRUCTIONS E iv - D ' ° . z #3 OR #4 REINFORCING BAR o GRADE 40 MIN. Fy= 40ksi a #3 & #4 LAP SPLICE t, ° p• II —III—III it —I I —I I III_ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U z_ MONO OR STEMWALL ° ° _ r D �,, -0 p. FINISH GRADE -� I [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP]=1I S . p . • - I— r ' I I I= D • + I 1=T" 1T1=T (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN D D D p ° FOR CLARITY ° _ _ ° D I= I I= I M I I=I I I= I I=I D ° P — _ p D ° _ 6 MIL VAPOR BARRIER I °. I T I —I (-I N z I T-_- w R 1 7/8" �' #5 REINFORCING BAR r 1x4 P.T. BASE NAILER 4"x4" INSPECTION ° _ _-_- K III=III=III III-III=III- _ NOTE: D I=I I I I I I I I I=1 I I=I I I I I I I - — fT #5 LAP SPLICE 2 #5 CO- O — T- ON 3" CHAIRS 3 1/4" BASEBOARD PORT AT EACH 9 11 I —I I I —I I I-11 I-1 I I —I I I= cv *FOR BEARING WALL I=III=III=III=I I (=III-1 '- I D I I I I I COMP. SOIL. (COMPACTED TO -I I _ _ 36"MIN. LAP [36"MIN. LAP] g" 1'_4" 8" (TYP.) FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ _ _ _ W/ UPLIFT ONLY - - ___ = I- 95% MODIFIED PROCTOR ASTM 10" 7777 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn _ _ _ _ _ _ _ _ _ -_ I I I=III=III=III=III=) I=III=III-III=III=III=III-III=III=III I =1 I =III—III=III=III—III=1 I =III=III=III=III=III=1 D1557)=}Tr-� 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. -III— —I 11-III-III. III I i ;III III I I _ — — — � #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE I ;III CONCRETE SLABW/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/UPLIFT rG _a W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. Z n L oo - 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 1.4 x W1.4 D 80 I r I - 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w! (3) SEE ROOF PLAN F6x6W S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR D = z_ f ,. min.) 4 " 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° BARRIER D, p 4 I _ _ ° ° ' �r GRADE AT 24" O.C. MAX. x SEE PLAN FOR CONNECTION INFO % x COMP. SOIL. I I n I r _ -_I� - - _ =1 ° • - - - &LAYOUT DESIGN TOP OF BEAM ° _ - - I,=R) (COMPACTED TO 95% -� - I I 1 I 1 I I -I 11=1 I I ] _ _ _ _-� rT m-tiF- i r _ _ - - - (1) #5 REBAR w/ OPT. SEE ROOF PLAN .-. - ° ; ° I T _ a'• ° ° MODIFIED PROCTOR ASTM D1557) ' -�� -_N ENCLOSURE - I- '' (2) HTS20 FOR STRUCTURAL .' _� I- I - � E 3° MIN. CLR. -4 I I I I- I I ; I I-1 I I- '' 14 BEAM SIZE & N n a . (2) #5 REBAR CONT. 1-4 (1 STORY) I - I CONNECTION INFO M = I .. _ T ON 3" CHAIRS TYP. STD. 90 HOOK (SEE 4" -8"' (2 T DETAIL) MIN. � P.T.i 1 f ' U.N.O. 2x4 #2 SYP P.T. FRAMING w/ a=III I _ SEE A/S3/J/S6 , ,� , ,� ' g ",6� MIN 7/16" O.S.B. SHEATHING M g" TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 w_ 0 SCHEDULE ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q > 6x6 P.T. #2 SYP SLAB INFORMATION. 2„ 12" FROM SLAB � ABU66 SLAB STEP &RECESS S.G.D.K"M 0l 1_ CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 DEEP AND 6" BEYOND-- DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ` ' ¢ 2X STUDS @ 24" O.C. U.N.O. : P: �.: INTERIOR SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR PAVERS / DRIVEWAY EXPANSION JOINT _ °.. „ ° -31�2 w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. LL AND CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _� . r' �" GARAGE ATTACHMENTS & 18/Di PAD�OOTINGNRY PAVERS z r; M `�" r CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS 8" MASONRY WALL -� EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD E .`; '' :. , ' ' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' -' i I I -III III .` . ' y • III III- - - � I PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT _ SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M - 4 00 GRADE d a :. ib _ _ '' 4" TENSION 120#) CONCRETE SLAB - 6 6 W1.4 x W1.4 i, FILLED SOLID (SEE PLAN FOR =_ __ __ _ ° a w =III —III 1=III=III I=1 1►= .<• �,'':�' I��_� ; . . _� _ .' III —II .°. '.< •..'' _—I x N - �- WWF OR FIBERMESH '- °° `" SIZE AND REINFORCEMENT} ° Z D -- - ° • Z-III=I III=III=III=I I w �- W III —III 11=1 11=1 I I_ � • .-�. '. I —III •.+ � E: °' _ N `r - € -I I -I ° TT= 1 - BRICK PAVERS or SLAB PER OW(A Z O p a', •' : : —I fl I 111= SEE A/53 OR J/S6 � ,,, : - SEE AlS3 OR J/S6 � I I �- � I � Ir ,; I - � - - M 6 MIL VAPOR - — = _ = I= — — BARRIER = I r I —ITI— Ir I ► =1►1=1 i i �i-1T- COMMUNITY SPECS 0'-0" FIN. FLR.�=1 " =1 1=III=III=III I =III=III—= III III=III=III=III=III III=III=III= FOOTING _ _ FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE I I I I T (�h _ _ I IIIII IIIII IIIII lI ,� I III III- BEYOND 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) I- t -� <° `. •°° PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1'-8" (2 ST RY) 4" 4" SEE CONF FOUNDATION . FOOTING WIDTH •AD SEE SCHEDULE GARAGE DOOR SLAB RECESS i,� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4°-T SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. O 0 i 1'4W p 0 �a a A O S.t�o,�,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 114 F. 92 EE _ d. 8 N (O pppp ee�} = �i O O O CD (0 M N CN N m LL LL � LL N LL. a W N a; a °W LU Y Z_ 13 -,0 co 0 9 co no 'M W 2E°'rn_,oat _ Z � < N < O Nm Z U h � W 01 z N O z o z J M d N vi _ M z o T f6 V) y w o 0 Ln w n c_ E o UOIL Rigrn r— U 0° ,- 2 E 0 8 =w L Gi Q o o �w M M 2 p F z LL_ =o O >m ¢ N Z® EQ co o N I— 0 X V U Ozd N� a ¢o Ww o U mo Z ZN�YoA J Q W z 47 zS r� °o z ao Q > U w0 <o Xn- �g� CDw �o CDa= q¢ Ov 3 0 N O >M nL, W LO ._ 00 c co Q � U Oi Cfl 00 00 Z T 0 L0 Lo ui 00 M N o cc :3 N Z E a ni cc JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. S3 3 3 m 00 co v 00 N� O s le m 00 N 00 0 J M 00 00 rn i M 3 Q N 0 a. H fn E O 2 `o C N N LL i (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) - 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP PLATE —, VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL AL� ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" — — — — — — J 2x BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE O BLOCKING WTY////4" (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3)10d NAILS 'z�:::�__ 1F-� CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/(10) NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL' DOOR OPENING DOOR OPENING TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. 14 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 411 ° ,a 4 4 a 4 4 M 8" STD. 90'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION L NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 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"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J r- W 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 SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. e a BOTTOM OF MOUNTING B E POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. t-A- ��4b' 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING -ft VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET uvvn r nn�,r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCKrK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) 1 (2) 1 (4) 1 (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (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. Op �R ; SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 GE SIMPSON SIMPSON EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 /4 Q d. 12 (TYP.) SEE ELEV. SIMLS)ON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E SCALE: N.T.S. S R DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 0% OF TOP PLATE WIDTH INSTALL SIMPSON 6Z w/(12)16d NAILS OP 2 ROWS 10d @ 3" O.C. (14 PLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED N. D/S TgNc F Yp BE BOTTOM SPLIC YPICAL OVER STUD SPLICE DETAIL M S4 SIMPSON SP4 SIMPSON C SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END W cc �C V2-16d G vJ 2x TOP PLATE NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. PIPE 0 THAN 5 PSPN51 T S ATTACH ALL EXTERIOR STUDS W/ 4)16d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST AT LEAST 4'-0" LONG. T TOP PLATE SCALE: N.T.S. F= 2240 LBS P.T. ATE a 1Od @ 8" 0!C INTO 10d NAILS @ 6" - TRANSOM STAGGERED TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 -BOLTS @ 24" O.C. SIMPSON SIMPSON M AX RECESS r SP4 SP4 LINTEL / 2X P.T. PLATE SIMPSON SIMPSON SP4 SP2 J NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 BEARING WOOD FRAME WALL ,J 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° a ° HTT4 w/ (18)10d NAILS (3610#SPF) ° o HTT5 w/ (26)10d NAILS (4670#SPF) o ° • DTT2Z w/ (8)114" x 1 1/Z"SDS (1835#SPF) ° a ° • HDU2-SDS2.5 wl (6)1l4" x 21/2"SDS (2215#SPF) • HDU4-SDS2.5 w! (10)1/4" x 2112"SDS (3285#SPF) _ HDUS-SDS2.5 wl (14)1!4" x 2112"SDS (4065# SPF) HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 wl (30)1/4" x 21/2"SDS (6865#SPF) • 518" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w! WASHER &NUT 9 • FOR DTT2Z USE 1/2" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & - NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT 4 FOR HDU11 USE 1" DIA, x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT wl WASHER &NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING a I 2X8 P.T. BOTTOM Pr TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " o 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-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" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. Q co elol'u4. 0 Q �OPESSt0� {crtf�frc�ctcg�e��t- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H 8 �p N ci C # co N 9 12 2 °ND U, u- M Np N U-# W W u S L a z a vi N M LU N o 0 Z ate. a) o X 0 O co W 2 E c rn< o a0 Z Cccoo¢05_ CAQ co U h J Z V ❑��❑ W z N S co N z � � J � V) z o � � U w o 0 Un w r` c o Rigw U 00 t— m E 0 8 = Q n Y o W MZ o U_ E wo o-® n. C E ti. oa 9 rah O E �= _° S< N i az ¢o az �w C - C ago Nm m � o& J a 8 aW rn (n ~OW z ZO 3z W a �j wLL a o �W �7 �� w,CID 13: o c C)0 ^L' W LO '> 00 � N .-� m O C oCD � W 00 00 ■ T Z +— O L N 00 0-0r ui m O M 04 Nm o z z E E .o m .. U J M Q 0 c J JOB NO : 19-8533 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4 X2 3/4 TITEN TO CMU 1 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A wJ (18) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. TOP CHORD @ 24" O.C.L f NAILING SCHEDULE FOR OUTLOOKER BLOCKING FOR SHEATHING DETAIL FIRST FOUR BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45' ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST WEB @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)1Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. (SEE A LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING -� ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. �' WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odxl 1/2" NAILS AT 6'-Of'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 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Od 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 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. TITEN ON OUTSIDE 55 SCALE: N.T.S. S5 BACKNAIL W/(2) 16d NAILS REFER TO DETAIL J ON SHEET S5 FOR N T N r SEE STRUCTURAL X-BRACING, AND TOP r co Fr Mx NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION `° �° °° SHEATHING DETAIL 1 1 2"x4" CROSS BRACE WOOD TRUSSES co 00 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING q.EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6) 10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES - SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. 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) 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" OIC FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2)16d NAILS END TYP. TOP & BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2) 16d TOENAILS D.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER " F@ 24" O/C 77TOP CORD BLOCKING FOR - FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" -� BOTTOM ATTACHED w/ 1Odx3" 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" 2 �) �° SDS SCREWS TO PLATES AT 36" 0'.C. SIMPSON SP2 w! (12)10d 16d TOENAILS 2 4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD SIMPSON H10A w/ (18) x DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 1 Od x 1 12" AT EA. 2X4 OUTLOOKER OUTLOOKER @ 24" 0/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C, E ES AND 12" O.C. FIELD JACK TRUSS / S E PLAN FOR 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL 1 I; OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ IOdx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION - NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION r 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR 4= OCATIONS) 1 Odx3" O/C @ 2"x4 TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 MAX., ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" Q.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 �-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 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) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 0 3'-0" - 6'-" 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.) '--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. r✓ 9C� UJI CORNER JACK 0 Y a U w z Cr0 U HIP FRAMING REFERENCE PLAN z w IL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.0 TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I,�■� �Ilrl�l 11111 OWN 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 W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e\ ;� O W/V 1 too tip:`' .••,"... `i.0 o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal I- �8 to t' NN)O Lo p MNNCl: Jco L.LLJ 0 2_°' = u_ N mat W a a LL u ?2 '6C7 ?y?y LL W N a w 0qmS9 _�Z �C Om0 o�W cc C m D Z �Ea''i'❑ag .- W N O 0' ❑ fn 2 N Q co Z U z 005 V ❑1:113❑ W CD N MO -� J U) N _ M Z 0 a LL Cli y W Q � Q U a OLU a �Ln U*) =>� U u.r e O ®0 <C n 0 M �m o W CMM z o Z E g Qo Q E 8 �O z® N (— Q CD E no X U o< ao UO �U o< &Z o fV F �= o az Wz W L V>Y _ c .m mo. O, z' 'w a3 �� W2 v�i aw 1z �¢ dZ <o z� CD O w CID 0� zl¢ O~ U S C O 0 > co ^L1 W '> N 00 N �•� Cc co C U /Q� Al m ii � qqi` TW c Z .- (V Lo O j N r ui �j (0o CU 3 N z z E O a U _j Q 0 9 JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. S5 3 -v m 00 00 GV LO 00 o" J 0- ao I m 00 N > Q1 00 4 3 LO cc I 01- i e rn N i 0 a w E 0 S g J LZ (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 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/ 1 318" 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 6 O.C. 2X S.P.F. STUDS w d _ o W/ (4)16d TOENAILS TO TOP PLATE 0 U) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d = w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_I= INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W I CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d W COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOF t R AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA WI FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN LXa,a 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) WI 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY E: _ 4 _' co r I O ' I=I 11=III I e , . 6x6 W1.4XW1.4 LI= I I—III=IJ=I I I I III —I 11=1�=I WWF OR FIBERMESH STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL LIU °- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE =1NISH GRADE00 I,, , STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR "'� (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ri SCALE:3/4"=1'-0" JC6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---_ *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST 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 ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °O SEE FRAMING - WEEP SCREED o cz_c T- T G PLAN . ' . INSTALLED PER MANUF. y 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' ^ 2"x BOT. PLAT[ (2)1 Od @ 6" OX PRE-ENGINEE FLOOR TRUS; 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 Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS - BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. �-- B.U.C. (8)10d NAILS TO STUD PER STRAP 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.15 8'-6". (2) ROWS OF 2x BLOCKING @ 5/8"DIA. x 10" "J" BOLT W/ 8" 3rd PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C, W/ SIMPSON SPi w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (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 �I I r l l� • O • • df'I I �T ITI I I—ImILI�I I I�-I—(3) #5 CONT. ON 3" 8" 1'-8" 8" Il CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING) REQUIRED I SECTION X- NOT FULL HEIGHT SHE (2)- 2x TOP PLATE BEYOND 1 15/32" OSB EXPOSUREI F F SHEATHING twu SOLID;2x C BLOCKING @ ALL /-IN SHEATHING O OPENING EDGES (SEE SECTION X-X IOUa0 C x it w x E 2x STUDS w BEYOND. U) SEE PLAN 0 0 m I \ --2x4 P,T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. Q 4 FT. 0 (D 2 O 2 5 FT. 4 FT. O O O 5 FT, 4 FT. ( (D ©o 4 FT. 4 FT. 4 FT. ROOF NAILING ZONE DIAGRAM IM SFFAN�pO� N 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.) F�-TF\ AFNi�?0 ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) o w J ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 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 O (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING u- ¢ SHANK NAILS) = NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) W" PLYWOOD 0 1 0'm (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 w ?r Om 0 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH ¢ [c_00rq F C)� m LL � PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO u_ z N w o LL STUD AND OR BLOCKING AT ALL EDGES. 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" 3/8" "S" = NAIL 3/8" SPACING S 314" S 112" 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q 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 @ 3" O.C. W/8d COMMON NAIL Q NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL (2) SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. Q (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131"X 21/2" s DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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. WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. 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 `I WWF OR FIBERMESH .0 .•e. •d A d A CV '.a ' M-1II�III—III—II -I I I_I I I —III I I d, : A • a -I 11-1 11—I I I 4 a. . -IIII�IIIW"V- '(3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 SECTION X-X HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 91 '-16' (3) (g) (2) (3) (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) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 60 I— T ;I 1 i_—I' o @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. L>� I� FLFLn ® O r'� � L ___J -1- ,�,cltQI9E'O��F�r owk ro NT lb Q dm 7z AU .� -: ��? 0 F E B 5,0'�-\`e�\��. I'°l`r11111r11111%kt � 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. W E co0) 8 (A N N N J LL CO61- tl�i m w u- ii'UL' 0 a u- A M ai m iL. W N a CL 0 Z -&-0 o Wm 0 sa 0g.29 m 0W=: m � Z IL N � N¢ mZQ Z V ❑❑❑❑ W M CD pp� z N c0 o APE% z D- N N z a o 'Q) T U% Y w o � v1 �N w t o w wd m � w E2 E o g i i c m o �Q ti o w 0! M M z ` o z zd i 4 E �o �� » Z� Z® E: 8 (O0 U O 9 fd O E RU a p oU N ITT ¢ p �� a w mo ra oz W 3iZ a 3 SW � g° az W ao �_ JW �� O O �1 �ol¢ as a= U o3 c O 0 co ^L W '> N 00 cca N 0 0 m N�N '1"� I L C V T 00 = Lo Z r 0 0 N Ln r N 06 ci E N j N 4i r\ o z Z E O n U ° Q p JOB NO : 19-8533 SCALE : AS NOTED SHEET NO. S6 i v m CN CV > a Lo o" M 00 I rn m cc 00 N C N "v 2 LO N LO J LO 00 I v a N a E z O c N ID EZ: E2 V E h .V O i too .G i V J LZ N 0 N 15 0 's a rn N S W Q IM .m 1E v N 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 GLU STRINGER CONTACT POINTS �\ 0 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) II -t2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS // 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" V V FILL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER _ MAINTAIN BETWEENJ" AND I' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR ix4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS B-� 2x4 SYP BLOCKING / 2x4 PT NOTCHED INTO STRINGER FOR STRAP /// AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) (I EW "A" SCALE: 1" = 1'-0" E SECTION VIEW "B" SCALE: 1" 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/4" X 2 4" TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. \ / STRINGERS f Fr LX4 5Yh' tiLUUKINU FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS CTION VIEW "D" SCALE: 1" = 1'-0" /—" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BU LLNOSE DETAIL SCALE: 1" = 1'-0" ER 1 ED ]LED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS O7 SECTION VIEW "E" SCALE: 1" = V-0" H 2x4 SYP BLOCKING 3/4 PLYWOOE ON DECK x8 SYP G U FOR STRAP AND (SIMPSON MTS12 w/ FRAMING NG (14) 10d x 1 1/2"NAILSS) I STOP I: 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L1x4/GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING E SECTION VIEW SCALE:" = 1'-0" 2x4 BLOCKING NOTE: 2x8 DRYWALL STOP NOT SHOWN G•1 SECTION VIEW "C SCALE: 1" = 1'-0" TOP OF STRINGER 2x4 BLOCKING FOR 2x12 SIMPSON A35 4-2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS- (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 J"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING F SECTION VIEW _ SCALE: " `- 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRII 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC RIS R VARIES :L POST LET I !LOCK IDE KING 2X8 BLOCKING FOR NEWEL PO TO ANCHOR TO. (GLUED AND NAI FLOOR TRUSSES ECTION VIEW "H" SCALE: 1" = 1'-0" f ,��"�ar' F E S S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 00 8 co O N N # qk r O O O O f.0 J u- LL a?Morn w J p LL J t!J EL M Q rum a. y ui m � o CL Z 0m ��°' 0 0 � m0 o m� W LLW 'mo�� ¢0 M E T E o g O�_ z � N O Q CN U H J z ❑oo❑ W M N MO z� z o J M � N U) V, M z 0 , 0 u TJ ' Ua f� Y p n — O U,^) v' � ua t E � N � � o U -m m w ` E r m O 8 s z. �m o w Mz O `_ E oo � �k ZQ 44f— o Co C 20 x ❑a UO 0 U CDa N a6 z o ¢o Oz W z -Z s— M coin _C �m m� o o � z J Qz �z N 3 F� o¢ z go INS�� 40 a z M w F� O dz ¢4 =� F }O CO 'cY zla a x 00 3 c O 0 nL1 W Ln ._ c 00 L(. co -� 0 0 m ~ Cf' c 00 Z 00 . _ 2 Lo o - N LC) s- N r E z r E 0 C0 C\V o Z c E E @ a U Q 76 0 JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. ST 1x4 /2" DRYWALL 1/2" DRYWALL POOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION � DOORJAMB REFER ( P.T. To PRODUCT To PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX. 8" ` PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR {TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16" 0 FURRING 3/16"� X 3" LONG FURRING TAPCONS (2) ROWS 3/i6" x 3-1/2" FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C.EDGES AND 12 O.C. FIELD 2X BOTTOM PLATE W! 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16 TAPCON @ 16" O.C. & 4" 2X8 (TYP,) ` ' BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 � PER MANUFACTURE MASONRY THROUGH „ N (2) ROWS 1-1 /2 DETAIL 1x8STAGGERED DETAIL �1 D. 90° HOOK (TYP.) STD' 90" -�'ii 2x BAND JOIST Wt FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. „ O.C.3" STAGGERED @ 12 .C. G 12 FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB REFER TO PRODUCT b. METAL SEAT PLATE O.C. & 4" FROM O DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: EACH END MIN. DOOR JAMB (REFERE TO PRODUCT LAP SHEATHING TO TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" *T/E/O.C. BOTTOM OF BAND APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" & 4" FROM EACH 1x4 JOIST TYPICAL — _j TAPCON @ 16" O.C. & END w! MIN. 2" EDGE DIST. �� 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING ' +2 - NOTC E13 @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 NOTCH ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5" FIRST COURS S E ' ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FCELLPAOUND SCALE: N.T.S. N FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP `S`S SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A =1610 # FOR 2 STRAPS :•: ! ; FILL 1st COURSES EMBEDMENT INTO BLK.) 1 MAX SOLID W/GROUT R4" 2_0 1 X 4 FURRING L AT TOP BTWN. 8 1 PLY PRE-ENGINEERED TRUSS !. BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSSIS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCKSINKERS AND (7)1!4"x21/4"TITEN = 2150 #)2 x 8 45" DIAGONAL (4)10d NAILS LEAVE A CUTOUT IN O.S.B. ONTHE BRACE(S) 2 x 8 BRACE/ 7KG INSIDE TO ALLOW FOR INSULATION 7/16" OSB UP PLWD. BUCK ARCH PANEL CUT HR TO BE INSTALLEDFOR BOND BEAM OR CAST IN PLACE BEAM OVERHANGS BETWEEN OVER b1/2"BUILT CONTACT ENGINEER of RECORD FOR N TCH) POLYA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTI.RIB BACKSIDE TO FIT ARCH (4)2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHANG-L...: VERRAN a ••. ••• • ;: CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. .:. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB % '`'•t ARCH FACES W 4 10d NAILS THRU OSB INTO 2 x 8 INTO ARCH BLKG. PER O PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 4Y? ) O X WOOD " DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2"HD TITEN (CENTERED) w/ O X FR TO TRUSS TOP CHORD V NqN MIN. 4" EMBEDMENT AT 16" O.C. + �F NOT r 1 -Brr r 5 -0rr SCALE: N.T.S. SS 12 + + �/ PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + AlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS ° . .. WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + + REQUIRED `D MAX EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° P �1/4n t 2'-0" 8" TRUSS + SOFFIT �D o 10 .'o BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON + + °----#5BAR r CENTERED W/ i X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 2X4 SYP .. IN TOP o 8d NAILS EACH TRUSS o Ig . KNOCKOUT / c� 8d NAILS @ 8" O.C. AT BUCK _ CHAIR BLOCK ° PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2)10d NAILS AT EA. END --� PROVIDE (2}MIN. PROVIDE 2x CONT. W! (3) CONNECTOR — p MONO FOOTING VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY_/ SEE LINTEL SCHED. vLEAVE AND SECTION DETAILS -I A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -I o 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION __-- ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL J, ° DIRT 6 z TO BE INSTALLED BUILT UP PLWD. BUCK - '-0" MAX SEE PLAN PRECAST LINTEL ° ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90 HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD FOR OVER HANG FILLED CELL - 'a ,P 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , q' o -,- ,o ,- INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4`MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ' � O V O O V 0 THRU OSB INTO 2 x 8 O.C. �. ya e- a• e ta• �- pr • �> �. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-Q" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. i/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED SIMPSON�t o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'_0�� F F EPDXY MIN. 6" EMBEDMENT & N. EMBED FILL CELL FULL HEIGHT W! OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP — 0 U NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °. o P _ t= LU a A REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.SEALANT�- TI—t_VIErr»T-¢cn II— a. I— ". L #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 11 I F o I z " COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL `..: .;....,. 6 MIN, LAP SPLICE W/ REINFORCING PANEL I1 FI g EXISTING FOOTING (2) #5x6 IN CONC. DON FURROW. L '� FILLED CEL . /4nx5" N. HOLE DRILL 3 MIN. H E F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE ' :. r SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP o p . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE i., p REMAIN FREE OF MORTAR. NOTE: M z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA, WAY of A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK, tLLjj1 C= 1- 444 �F OFESSko�P\`\``ti 114�4i"v0\\� 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. 9 � W � co Q ovo B RN pip C.Cq .. O OIC4 O CD J LL M n N W ? ® M M .... . -- J # W W = H 05 W M W ai a U_ s W O > � Z .c Y �A z°o (� W Ymo 0].0 O m J O .ao�CO �QO W S, Z IL 2 E C rn < o° 0 .4N p R 0 co - NQr>Z U �0 Z ❑❑❑❑ uw W N M CO z � o � N E3 _ M z � (a L.0 y W n � a U � 0 "To o u CO LU E s i (' o 0 o `t �m o w M z¢ 0 z LL E w. QO r1 zN oa �0 x V O Q UO 0 U O o N az W0 <o Wz r� (D U NO m� o Z YZ "z N oa a0 �0 <o �W FOf Of �E < YO O a c O 0 > cy) ^L' W .> 0000 cc —� O �.. ^C^,, ° m � W c d' 00 z L / CN N 00N r 00 c N 00 z Zcc O Il E U J Q J JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. Sis CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAYBE NAILED ( ) w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. • 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� —'_L WOOD TRUSS —j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS ,VA G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES IT ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FPLATE SPF TOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ If 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; o MIN. 2x4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY s SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) 1,SEE PLAN 1, FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE I,,/ INFO SEE FLOOR PLAN FOR 7-7/16- COLUMN SIZE & BASE OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SDICATED ON B. C EDULEE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT KA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A r__� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED 11 o. SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —J FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0 SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4 O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. • MASONRY WALL BELOW: SIMPSON 44. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN aa, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE j2_-� SCALE: NTS EXTERIOR ATTACHED SCHEDULE KNEEWALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d 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 ENTRY FRONT WALL s SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 1/2" X 4 1/2" LAG SCREWS ATTACH LOCATION AND DIRECTION (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL--{ SHEATHING ATTACHED\ PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---/ Z- (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS c� �411i1l,tl f C110ti �•y�^,a• E f�` =< � �112' : Fp •. 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. W 41 4 W 8 R N W. 0 M N N � � � LL Lr. .+ 10O) — u- a* w w �U_ ��aa A CJa F N C�7 W ui D 13 Z <`�0) 8 1 W °Y0mm°- M P g ¢ � - W 2 E T �oa� d of 0 fA 2 N Q co zLL 4, m a Z d< U ❑❑❑❑ Wr M p�p z N O z a z — eJ M d N � M z s Mr/7 [� Y w o ® a Ow Ul c a � °2 � v ` a�w U o `_ ° m o <O w z M z�o� U_ n . E mo m MORE!CL O E: v f � o E Fz Qo xc�i as a <o oa W0 oO O� az .1 'W N C U OJ 2 z y J 0�- Q 2z RON N a 3 o Z 5 Uz az 3LL �z =� � V ozla a o 3 CD0 .L ^L, W ', 0000 c N i••� J C) o Al m 00 0) T � ■� = Z f C:)N LO r 000 06 N M N to i o Z z E 1 "o a v 0 JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. D1 3 m iv v L0 00 0 J M n I m 00 N C LO 00 61 J to L0 I i Q 0 v n E _ V v C J N Q1 LZ O "v 3 N a i U i W i 0 v U r7 N 0 N 0 0 a N v a W em v N (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 wf 6 10d x 1 1/2" ( ) (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FACE OF HEADER/STUDS FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 1IL O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO 0 SEE PLAN FOR CONN . W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS � FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. •; SURFACE QA 2x4 #2 BLOCKING 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. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w! SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF � CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB •°' • • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR 2 SIMPSON MSTAM36 STRAPS w/ 7 10d EXTERIOR STRUCTURAL () () 1-1/$" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ° ° ON FLOOR SYSTEM TO MASONRY WALL ' ' VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ !-JOIST 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 o.c. FLOOR TRUSS/ I -JOIST SEE PLAN TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING BLOCKING PANEL. 24" JAMB TO IS INSTALLED). SCALE: N.T.S. O.0 (MAX) AND @EACH O.0 PROVIDE BLOCKING FFLIOOR`TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL E EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N3.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD CONNECTION NOTCHED AT HEADER LOCATION 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED PLATE SEE PLAN w/(18) rooa•,o• u•.o• OF CRIPPLES IOFVLON ER THANT80N eo P. a 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END 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 CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ 1 HEADER w/ (2) 12 TOENAILS FLUSPLAN NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP (2) - 2X SPF TOP PLATE SEE FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE HEADER! STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 ND C @)AT 16 O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLANLFOR HEADER G (2) 2x HEADER E 5/8" A.B. 24" O.C. AND 6" FROM j0d2 MIN 3 2x #2 SPF STUD(1) O 2x SILL PLATE W/ (2) 12dTOENAILS.COL. EXTERIOR HEADERS SEE PLAN FOR SIZE (2) SIMPSON MSTA36 STRAPS w/ CONNECTION STANDARD SEE PLAN @ SEE HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOPCONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFOOPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 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 PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / FI OPENINGOIS GREATER THAN 4ET). OR LVL GIRDER SYP U.N.O. • JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" ISSEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS g G INTERIOR HEADER O 2x SILL PLATE W/ 12dTOENAILS TYPICAL BLOCK WALL -------__PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) 16d NAILS & 5/$" B 0 X HEADER „ O.C. U.N.O. (2) 2x HEADER (1) (2) . AT 16 G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) 2x TOP PLATE SEE PLAN E F hD p 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 LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ : BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE o�u o.�a o•o TAPCONSOVER PROVIDE BLOCKING TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT 6" 1 SEE FOUND. PLAN FOR FTG. REQ. OH STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS _ NAILS AT BASE ON SP1 w/ (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 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOMFCRIPTO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY.@ 6 2 STORY COL. GIRDER IF CRIPPLES ARE LESS THAN $" SHEATHING CAN STOP ONCE UNDER 7 SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. .''A. A.'J. 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 (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER IF DOWN SET OR BOX HEADER IS USED 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 OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN *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 FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. DOUBLE 2x4 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. 3' O/C NO 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. �2 �4d'• 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 TOP SPLICE til/� OA (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 10d x 1 1/2" EACH SIDE • ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD r8 IS GREATER THAN 4 FEET 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 ON ' 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/ NAILS NAILED TO STUD PACK f FLOOR DECK NAILED FLOOR DECK @ 30 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8" o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ i-JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ WOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. aC� 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0"LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 �1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 0 n N� pj t U . O�F E S S;O` NN. 111111 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. as Q g N N pipp 0) O M N J J LL LL C dMd)U LLil. J at W W IJ a a '7 W uj a' Z aZhe a� o o Wro 0 mo�'O IYm 00 00Mm¢'0 W 2Emrn 12oa� IL z N a M z O:_ ¢ O U F Z V ❑❑❑❑ W M e- N O O W NNQ r0 z Q J M CL N cn M z v � (� •U V% Y w o o �Lfn N — w f- a � ® U C° rn w c ,— m E _�� _ U 'o o a o C:, Cp J= w M co y< m z LL_ zo O � rm Q N Q E° O a = z® �� M0.0 X 00 O °z o CV i d� ¢z wo ¢o wz ¢� w� ra i Y U W mO Z oz Z � J m �m Q W �m oZZO 3° V Q O a W = � C)CD o� w <� _� �� o co � zl6 a x OU >M ^L, W '> 00 � N CIO O I..L O II1 m � 00 .TT� z C)LO N J.. L!� o N r E ' c� N 0 z � E O cc a E 0 � w ¢ a i_ JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. D2 3 m Ir v CD s LO 00 q r� co co 1 m ono co v 'x 00 0 M 00 I rn z Q N a v 0 s 0 c v i s ^' ^ 'r) WEATHER ✓E BARRIER & ZARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW NAILING FLANGE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN � OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING E 4M WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 8 z SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS $ UNDER DECKING (SEE DETAIL WP07) 0 SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER 2x FRAMEWALL TILE FINISH Q 1/2" DUROCK > m Q 1'4" PER PLAN z T-0" PER PLAN SLOPE 8" CMU 4"OR8"CMU - (PER SEAT DEPTH) FILL WITH GROUT r,� d Lu Lu PLASTER STOP d ^ = to CONTINUOUS BACKER J C5 LU ROD & SEALANT J SLOPED MUD BED _ Cr d Q Cr ad UJ U) 0 VINYL SHOWER PAN I-{ A H d (n a d a d c 4 ° 4 4 1 ° SHOWER SEAT INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD E0 SELF -ADHERED FLASHING PATCH HERED FLASHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I. WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER I' 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER dl r (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SOFFIT/CANTILEVER SELF -ADHERED FLASHING INSIDE CORNER Ground -7 7 Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS 15 FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping, Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm), Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy, sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS, TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB I! BOND BREAK WRB SF LATH I I� Cement Plaster - - - ER STOP over block A NUOUS BACKER ROD 1 st floor LANT VTITIOUS FINISH 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 1 e� O P-L- M 0 CV 0 CV 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. to a 0-4 # Lo O .2 N J� W CL a< >�-0 aaw Y 13 0 'I,-- W'�` M QC) 0: 1- M00 1 'm oaf° Q 0 g ¢ � W Z IL ILW Z EFrn rn_0rN NQc+oZ o a ap �0 5 z ° U �[70❑ W o � (D z o Q J M CL N M z o LL f� •0 Ui Y w o p 't�-• a W U') Ln W � ~_ T E i i c �0 W ri M M of z Z 4 U- wo » 4 Q E o UJ <o Z® a W� ❑co H CL xU ar o0 UQ o GV M qz o �¢o ww L M .9 U 0 .0 of Z N J " Q W Z z N ¢" w o z go W C) o LL ow �k O a 1 �o O O o r a= o~ Uzi °O 120 >M ^L1 W LO '> a� 00 � N co O Q o /11 m F- 00 ■ z L0 00 T �CN �-- N .iL CU 00 3 N M 5N o Z E O en N C d E U Q p JOB NO: 19-8533 SCALE : AS NOTED SHEET NO. W P A3 FL17244 R2 ESR-3455 A23 FL10446 R5 ESR-2606 HD210-2 FL17232 R6 ESR-3445 HU210-2 FL10856 R5 ESR-2549 HD212-2 FL17232 R6 ESR-3445 HU212-2 FL10856 R5 ESR-2549 HD216 FL17232 R6 ESR-3445 HU216 FL10856 R5 ESR-2549 HD216-3 FL17232 R6 ESR-3445 HU216-3 FL10856 R5 ESR-2549 HD26 FL17232 R6 ESR-3445 HU26 FL10856 R5 ESR-2549 HD28-2 FL17232 R6 ESR-3445 HU28-2 FL10856 R5 ESR-2549 HD410 FL17232 R6 ESR-3445 HU410 FL10856 R5 ESR-2549 HD412 FL17232 R6 ESR-3445 HU412 FL10856 R5 ESR-2549 HD610 FL17232 R6 ESR-3445 HU610 FL10856 R5 ESR-2549 HD0410 FL17241 R4 ESR-3444 HUCQ410 FL11468 R4 SIM200804 HGA10 FL17699 R1 Evaluation Report HGA10KT FL11470 R4 SIM200803 HGAM10 FL17699 R1 Evaluation Report HGAM10KT FL11470 R4 SIM200803 HHCP2 FL17236 R4 ESR-3448 HCP2 FL10447 R4 ESR-2551 HTA16 FL17680 R2 Evaluation Report HETA16 FL11473 R4 SIM200802 HTA20-18 FL17680 R2 Evaluation Report HETA20 FL11473 R4 SIM200802 HTT16 FL17324 R4 Evaluation Report HTT16 FL11496 R4 ES-0130 HTT45 FL17324 R4 Evaluation Report HTT22 FL11496 R4 ES-0130 HTW16 FL17244 R2 ESR-3455 HTS16 FL10456 R4 ESR-2613 HTW20 FL17244 R2 ESR-3455 HTS20 FL10456 R4 ESR-2613 HTW24 FL17244 R2 ESR-3455 HTS24 FL10456 R4 ESR-2613 HTW30 FL17244 R2 ESR-3455 HTS30 FL10456 R4 ESR-2613 HTWM16 FL6223 R4 Evaluation Report HTSM16 FL11473 R4 SIM200802 HTWM20 FL6223 R4 Evaluation Report HTSM20 FL11473 R4 SIM200802 HUGT2 FL6223 R4 Evaluation Report HGT2 FL10456 R4 ESR-2613 HUGT3 FL6223 R4 Evaluation Report HGT3 FL10456 R4 ESR-2613 HUS210-2 FL17232 R6 ESR-3445 HUS210-2 FL10856 R5 ESR-2549 HUS212-2 FL17232 R6 ESR-3445 HUS212-2 FL10856 R5 ESR-2549 HUS26 FL17232 R6 ESR-3445 HUS26 FL10856 R5 ESR-2549 HUS28 FL17232 R6 ESR-3445 HUS28 FL10856 R5 ESR-2549 HUS28-2 FL17232 R6 ESR-3445 HUS28-2 FL10856 R5 ESR-2549 JL24 FL17232 R6 ESR-3445 LU24 FL10655 R4 ESR-2549 JL26 FL17232 R6 ESR-3445 LU26 FL10655 R4 ESR-2549 JUS210-2 FL17232 R6 ESR-3445 LUS210-2 FL10655 R4 ESR-2549 JUS24 FL17232 R6 ESR-3445 LUS24 FL10655 R4 ESR-2549 JUS26 FL17232 R6 ESR-3445 LUS26 FL10655 R4 ESR-2549 JUS26-2 FL17232 R6 ESR-3445 LUS26-2 FL10655 R4 ESR-2549 JUS28 FL17232 R6 ESR-3445 LUS28 FL10655 R4 ESR-2549 JUS46 FL17232 R6 ESR-3445 LUS46 FL10655 R4 ESR-2549 KLEG3 FL17241 R4 ESR-3444 LEG3 FL10667 R5 ESR-2615 KST260 FL17244 R2 ESR-3455 MST60 FL10852 R4 ESR-2105 LSTA12 FL17244 R2 ESR-3455 LSTA12 FL10852 R4 ESR-2105 LSTA15 FL17244 R2 ESR-3455 LSTA15 FL10852 R4 ESR-2105 LSTA18 FL17244 R2 ESR-3455 LSTA18 FL10852 R4 ESR-2105 LSTA24 FL17244 R2 ESR-3455 LSTA24 FL10852 R4 ESR-2105 LSTA30 FL17244 R2 ESR-3455 LSTA30 FL10852 R4 ESR-2105 LSTA36 FL17244 R2 ESR-3455 LSTA36 FL10852 R4 ESR-2105 LTS19 FL17219 R2 ER-0200 LTT19 FL11496 R4 ER-130 LTS20B FL17219 R2 ER-0200 LTT20B FL11496 R4 ER-130 LTT131 FL17219 R2 ER-0200 LTT131 FL11496 R4 ER-130 LTW12 FL17244 R2 ESR-3455 LTS12 FL10456 R4 ESR-2613 LUGT2 FL17240 R1 ESR-3447 LGT2 FL11470 R4 SIM200803 MP3 FL17244 R2 ESR-3455 LS30 FL10446 R5 ESR-2606 MP34 FL17244 R2 ESR-3455 A34 FL10446 R5 ESR-2606 MP4F FL17244 R2 ESR-3455 LTP4 FL10446 R5 ESR-2606 MP5 FL17244 R2 ESR-3455 LS50 FL10446 R5 ESR-2606 MPH3516 FL17240 R1 ESR-3447 WM1416 FL10667 R5 ESR-2615 MSTA12 FL17244 R2 ESR-3455 MSTA12 FL10852 R4 ESR-2105 MSTA15 FL17244 R2 ESR-3455 MSTA15 FL10852 R4 ESR-2105 MSTA18 FL17244 R2 ESR-3455 MSTA18 FL10852 R4 ESR-2105 MSTA24 FL17244 R2 ESR-3455 MSTA24 FL10852 R4 ESR-2105 MSTA36 FL17244 R2 ESR-3455 MSTA36 FL10852 R4 ESR-2105 MSTC40 FL17244 R2 ESR-3455 MSTC40 FL10852 R4 ESR-2105 MSTC52 FL17244 R2 ESR-3455 MSTC52 FL10852 R4 ESR-2105 MTW12 FL17244 R2 ESR-3455 MT812 FL10456 R4 ESR-2613 MTW16 FL17244 R2 ESR-3455 MTS16 FL10456 R4 ESR-2613 MTW18 FL17244 R2 ESR-3455 MTS18 FL10456 R4 ESR-2613 MTW20 FL17244 R2 ESR-3455 MTS20 FL10456 R4 ESR-2613 MUGT15 FL17240 R1 ESR-3447 MGT FL11470 R4 SIM200803 NFM35X12 FL578 R5 Evaluation Report MBHA3.56/11.25 FL13904 R4 ESR-2616 NFM35X16U FL578 R5 Evaluation Report MBHA3.56/16 FL13904 R4 ESR-2616 PAU44 FL17239 R4 ESR-3449 HDU2-SDS2.5 FL10441 R5 ESR-2330 PAU66 FL17239 R4 ESR-3449 GLTV3.516 FL10667 R5 ESR-2615 PHD2A FL17219 R2 ER-0200 FGTR FL11473 R4 SIM200802 PHXU3516 FL17241 R4 ESR-3444 CS16 FL10852 R4 ESR-2105 RFUS FL6223 R4 Evaluation Report H1 FL10456 R4 ESR-2613 RS150 FL17244 R2 ESR-3455 H10 FL10456 R4 ESR-2613 RT15 FL17236 R4 ESR-3448 H10-2 FL10456 R4 ESR-2613 RT16-2 FL17236 R4 ESR-3448 H10A FL10456 R4 ESR-2613 RT16A FL17236 R4 ESR-3448 H3 FL10456 R4 ESR-2613 RT3A FL17236 R4 ESR-3448 H4 FL10456 R4 ESR-2613 RT4 FL17236 R4 ESR-3448 H5 FL10456 R4 ESR-2613 RT5 FL17236 R4 ESR-3448 H2.5 FL10456 R4 ESR-2613 RT7 FL17236 R4 ESR-3448 H2.5A FL10456 R4 ESR-2613 RT7A FL17236 R4 ESR-3448 H8 FL11470 R4 SIM200803 RT8A FL17236 R4 ESR-3448 SP1 FL10456 R4 ESR-2613 SPT22 FL17244 R2 ESR-3455 SP2 FL10456 R4 ESR-2613 SPT24 FL17244 R2 ESR-3455 SP4 FL10456 R4 ESR-2613 SPT4 FL17244 R2 ESR-3455 SP6 FL10456 R4 ESR-2613 SPT6 FL17244 R2 ESR-3455 SP8 FL10466 R4 ESR-2613 SPT8 FL17244 R2 ESR-3455 SPH4 FL10456 R4 ESR-2613 SPTH4 FL17244 R2 ESR-3455 SPH6 FL10456 R4 ESR-2613 SPTH6 FL17244 R2 ESR-3455 SPH8 FL10456 R4 ESR-2613 SPTH8 FL17244 R2 ESR-3455 U24 FL10655 R4 ESR-2549 SUH24 FL17232 R6 ESR-3445 HHUS28-2 FL10655 R4 ESR-2549 THD28 FL17232 R6 ESR-3445 HHUS410 FL10655 R4 ESR-2549 THD28-2 FL17232 R6 ESR-3445 HGUS5.25/12 FL11468 R4 SIM200804 THD410 FL17232 R6 ESR-3445 HGUS414 FL11468 R4 SIM200804 THD412 FL17232 R6 ESR-3445 HDQB-SDS3 FL10441 R5 ESR-2330 THD612 FL17232 R6 ESR-3445 MSTAM24 FL11473 R4 SIM200802 THDH414 FL17232 R6 ESR-3445 MSTAM36 FLI1473 R4 SIM200802 UGTS3F FL2033 R5 Evaluation Report MSTCM40 FL11473 R4 SIM200802 UPHD8 FL17219 R2 ER-0200 HHETA20 FL11473 R4 SIM200802 LGT3-SDS2.5 FL11470 R4 SIM200803 LGUM26-2 FL11473 R4 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) October 11, 201 As required by Florida Statute 553.842 and: Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Numbe rts) Test Pressures 1. EXTERIOR DOORS A. SW NGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.01-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2D461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark - FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Wndows and Doors Series 420 FL15332.1-- FL15332.5 +40.01-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential W ndCode Doors W5 (SX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.01-30.0 psf Clopay Building Products Residential WndCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WincICode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WNDOWS A. SINGLE HUNG MI Wndows and Doors Series 185 FL17499.2 +50.01-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Wndows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Wndows and Doors Series 185 FL15349.1 +40.0/40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL - A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardisPlank Lap Siding FL13192.1 - FL13192.2 NIA B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124A N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 NIA Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum Gulf -ok 16" wide roof panel PL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart R TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 WA Commercial Concrete Products, Inc. High Strength Concrete Lintels. FL1774 N/A The products listed below did not demonstrate product approval at Ian review. I understand that at the time of inspection of these products, the following information must be i o p p pp p e pe p g mat u t available t the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE _Il_ . N Cn (D U N O co -0 0- � C) O = O � O O .� Cn E U Q Z Z W J E co� V J O > C C1 0 0- L� U O CL CIO W O L W Z Z Z Q J SHEET NO. PA 1.0. rionaa uepariment or business & vrwessonai fleguiEwon Page 1 ore Building Codes and Standards 12112F2018 Product Approval Application Detail D9JIl Enamor 1?Jd4 81!! Datependina Dg(g Iyg„a, Version M-fndurerContact Enalneer&.License Validated ev Xa)Idated Submitted FBCAooroval Ao.rov.ed aAw" Revision 2017 Therma-Tru Corporation. Rick Wright Lyndon F. Schmlal; P.E. Ryan J. King; P.E. IGIIMC17 07f1?72017 1011MO17 12/172017 Approved Category: Exterior Doors (419) 298.1740 PE4340g (813) 767-6665 SubCategory: SYAnging Exterior Door Assemblies. dckwCmioldgconsuaaNs. Compliance Method: Evaluation Report from a coin Florida Registered Archaed or a Ucomd Florida professional Engineer i`,Y0681422 Produeta - FL ouallty Aaaurance Agorovedlor Uee Anorovadfor Use kn oeet. Deal,, Se. i PYoduet Model. Number or Name ProductD-fttl n Comraet Ex.Irauon Date In HVF,a Outside HVHZ Resistant Pneauro 1 a. Thamta-Tru tlber-Cle ndc and Smootl-Sher Nominal 68.>Ki98 &quolNondmpsct&qum; Opaque 12/312020 No Yes No WA Comp.sae£do. Fitiemlass Shill. Door Florida Department of Business & Professional Regulation Paga 3 of Building Codes and Standards 12JI22018 Product Approval Application Detail D9Jit Entity or Lg(a La(q We pectin, Qajg 7Jl94 Version_ Manufacturer. contact.. Kawa er&LLaw V9ldaJiu1ju Validated Submitted F15C'A.oro val rov Aoaed aIam Revision 2017 Therms-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, PE, 12/13/2017 12113/2017 12721R017 02/132018 Approved Category: Exiedor Doors (419) 298.1740PE-43409 (813) 767-6555 Subcategory: Svdnging Exterior Door Assemblies rickwo"Idgcunsullants. Compliance. Method: Evaluation Report'0om a cool Registered Architect or a Ucensed Florida Florida Professional Engineer F1A 04g14iSprodada - .. _ _ . - OUMIty Assurance Aoor WN,Use Awrovsdfor Use 1m0ac1, Deslan Seat Froduct Modei.Numberor Name ProductD-1,flon C.mrect Ex.lrstbn Date. IILFMu Outside HVHZ Resistant Pressure 1 a. ThermaTru Flour -Classic and Smooth -Ste Nominal 6&M39;8.&qum;Norrlmpsct&grot Opaque 1=12021 No Yes No WA Door Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peace of Ionia Flaill�Bd Sale anww Mk Mk Dab Planless Yak I= V#M4M ahadMis aaffied EaWafl[iL vadabd0, VaDdabd Subleases E8CA■■nd Assoc sm RevisMm 2017 ThMWTtu Corporation RilkYright Nel6malACpeftOM& Ryan J.KkV,P.E. 1220=7 es21/2017 1212 17 Approved Caepwy: E ', k r Doom (419) 2WI740 Marlagaceet InMAda (813) 707.8665 Exisrrw tlowAeoamblW rse. albCaeeaory: BwMg Odar�rrebM�larda CompWaim,Mod" CerKA04M Mark Of LMMV Earn PIM$226-PA Products GLEWASWXUM Amsminelforthe A ii ■ Pines Ant In comma, Buisb t Fn� 1 A. &VOCCIessicCraftSituck and &gwtbowaKh nark by 84 and 8N Opaque and paled Fiberglas Door with lV312021 No Ya No NM 7Mmm-Tru8quak and tMtlrout 8ma8W. Inwop will Dimming Florida Department of Business & Professional Regulation Pate I at 1 Building Codes and Standards +&20ie Product Approval Application Detail tl,afliti:Ld 2W11 EaM or Mk Oft MIt Peadism 2 M I)m Yasl■ OwAftobm Sdaasa4 FrAktow&.LWNM Yfidawfbl Yaldded AlasaW FOC Amanival Atari mWa ReVWM 2017 Theme -TN Corporation Rldr WdBM NIOWWACpedbWn& Ryan J. King, PE. 12/202017 0902112D17 1?/=i7 Appealed (aapwy: ErO I r Doors (419) 29&1740 Managernea Institute (613) 78 -M eneCaeOay: Swinging Exterior Door Assemblies ddnva)nWMpcerammNara. Caapgaara MegwWI: CWW[06M Made or Users e.m OdiftAlmumM Ammf ild Per Ums Allowed for $(mM Md■ Las? inlBdli SrniftImS !mosmmm EMwea 5 e. &quotSmoottiftr&quok and &qutitSwichniork by &e will BNOpaque and Barad FbwgMs Door with 1201AW11 No Y" No NIA Ttwmr Tu&quot aedwawut SMNse.hpelwkg will Ouhwing Florda Deplarbnent of Business & Professional Regulation page i of i Building Codes and Standards +remit Product Approval Application D" Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pap I or I lreatle Florida Deperhnrant of Business & Professional R engWation Pap. l a i Building Codes and Standards li m+e Product Approvai Applicaion Detail Plaids Department of Business & PfOfea6fOnat Regulation PAe 1 err, Building Codas and Standards ireuMe ProductApproval Application Detail Salt adkm felts Mk Mk.Pm" no Fmu3zm Sind! am, ML Mk Dole PMNBM Mk EL113142$4 Sale gnw&a[ fitly Yell WhN■fos RAt FLOI Slide Awks Mk ML Do sendm Mk Lin )Leon Merlin■[ lid La■MILL61lo4 mmiso.Llt )ham ishdlift FOCADWMW A■MM am& Arse )Imdm YardMididd a9nW BWOULL60M vaidoedlm )famm &WloW FZQAogm(N Aaeofted mm Amer Yaolm Bauldaaidag 22am LmuLtimm MOM xwwku AVkMWW FOCAOmld ARRMM LOWS mn version mandiallim Saoktl MNWLv- 6M= mad■a$ log" Alma" FACAtiormid AoorAl■ Lorna PAVWM 2017 MI IAMdawa and Doom ErantaMlgw Lull Roberto lanes abwn M. Lkw PE oemliao17 0&1+12017 081`152017 101102017 Approved Revisbd 2017 MI VAndawn and boas swt conga Luis Roberto Loma Sam M. Urldl, PE 081,132017 0511112017 0&152017 10I102017 Approved Revision ZM7 MI Y,Mdowa and Dona Small smnger Luis RoWEo Lama Steven M. Urim, PE OSM32017 801112017 08M52017 10110=17 Approved Revision 2017 MI Vdowaws and Doan Small annow Luis Roberto Loma Session 4lkidr, PE 0&132017 0&112017 00115=17 100=017 Approved Cali(pry: Exterior Doom (717) 9854= PE-02514 (717) 3+7.8454 Calapery: Epdotlor Doom (777) 386.3300 PE4)2514 (717) 317-0/54 CaYppy: FJOallor Dom (717) 9803300 PE-02514 (TM 577-8454 Cabgary: Beertorpoon 1'n 3653300 PE42514 (7+7) 9174)154 BubCalsawy: SMing Exterior DoorAmmuMee SubCabaory: SAang EdwW Dow AaamMbs bsNleWrmndwd.00m epb(sabgogr: SMdlng BWtedw Dos Assemblies bWAnga@mlwd.carrr aWbCaegwy: Sliding Exledor DvwAasalrhNea beMrger®narr4odn colosseum Maned: Eviduallon Reporlhom a Compliance Magwrl. Evaluation, Report from a Coeyleariee xatws Evabetlon Repot Man P tonomM MatlseS Evaluation ROW 6om s Florida Registered ArtlrBat or a Licensed Pbrlee Flodtlel Registered Ambled or a Licensed Florida Fbrkle Registered ArdrOact or a Licensed Fiords Flodtla Richmond Architect ore Licensed Florida Proauapnal Engineer Probasbnad Ereftwer Prosawdo" Ell~ prWsesiwud EnpFinar QuaftAswAmme forUm Addresses forlice klod now autntAsoLnim Agorcimil.mCSbe Asiffilvaid for Ums kNO gift QuOtyAsuvww Amariondfortles Assistand for I9!■d Disdow Aearevadfor flee AssomwedlerWe knom Mew aoaProduct D@wM@dm CorAffidbMkMtbnDVA Initly i Outside HVKZ Banldad PtlMLEe l!a! Prodism skilled. Number Pmdu@tD@Wndm Gardiaselt bmhutlbn Dab IniBtli chats 1heetMlt Ptlnte= AMA produAlOANdoam lnum ouleidtl+lRld nosbbm J aeaa pree,a omcdemn bKM ally Beehan Erreas 3 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REWORDED OXO 12/312018 NO Yee No N1A 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX, 12t312MB No Yoe No NIA 1 SMES 420ALLRANUM SOD SERIES 420 ALUMINUM SOD CXO 12)312M& No Yee No WA 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OX, XO, XX t21312018 No Yee No WA 145,W4&quo4d158grrot XO, XX 966quot m&quot 143.3N8quaGR00gwk NON -REINFORCED NON4tEINFORCED am= )Smogri�m soda mm VK&hm 1 RaVIOM 2017 Mom Bddlop Products Ow"" complai : Exterior Doom aubCaipaP: Sectbcel Foderior DebtAmembWe Compgrree MatlWOd: Ca(U kalbn Mark or LkAkg FLI"82"4tB Products act 37 037 V05-09 PAN-211`151: 84A, fK, 73. 75, 15110, 190, 70, 70V, 4RST, 4RSF, &tST, aRSF, 2RST, 48, 42, 55, 489, 428, 56S, Was, ODSSV, OW, GRSSV, ARSE. AR58V. ED58, EOSSV IYa! Ymlan RevMM 2017 CURRIES ONMan cfAADc, Inc CWgay; Exisrbr ocean aWbC+eoewy: Bdabr Door Comportede ComplWweMatlwG Ced ksflm Mark or UMag Lace 1 WT. 707, 727, 747, and 847 SMpis and Perks of Doom Firtmi.ge Yak Ann! )onion loadjadiot RevMm 2017 MI WhxtOwe and Doan Caagary: vulndowe 1kbCelAparri Fixed compliance MWw* CwMWotlon Mork or LWng FLIMS30M produce; Lace ibddjbmdwALHM 1 185 PW n,�tslBa sole Tree Ymfaa Revision 2017 Therma-Thi corporation cagary: Bdoe" ocean &*Cd000My:. &vbgtrg ExbWW DoorPMW6%6 Conscience Media* EvskMm Ragan hen a Florida Registered Arahcart ora Liceoed Floaa PmbsebnN Engineer err! 1 a. &gWbt:Famrcluole5quet, &q�r&quot. &q�tmt a &quatCMlalcCra RWMIO&Quct on Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail i ndist w SdM■d i aJrhasn VANdand01 Mork VANWkid M&ertek ToWgaervioee NA Oary Pkq%*r (513) 7704= km (513) 5194t666 MW*dK"Modom.- pope 1 of 1 Ionia Yelp Mk oadw, Pwm1rA Ytle Yddad "Isaild FaciA■M7al Asiono-d afoa 112g2M7 08110=17 121MMIT Approved AiW Aggrieved for b2ol Yed■ ProduCtOdWADOW It mum Date"N"i Boom Eons■ S" pat 0nkL 25 ace.) Sl gM�Csr (up b 9V wi 0521/2028 No Yee No +30 POFF32 10VINDOODE89174; WS cereals Door Pap Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail. eravat cannot Ladmttlllresee V Nddd IN Ded)GDow UL LLC Ted Semen, PE (641) 494-M" (905) M4707 davedeabyco in Pape l ar l ImaMe Youd" LalulYd FED Aaalmed AMM 11rJ0=7 10rMrA017 12105=7 Approved Aft rLke Audi! NUO tam Product DW.H.B- a kL= outside IJIVNZ isddm Pma■ FWtI, rate isci and Louvred single r4 pars of 12131r= Yee Yee Yee WA holoar rMal doors. Rodde Department of Business & Profesafonal Regulation Building Codes and Standards Product Approval Application Detail Fina l .r i 1162018 EiMbor ILIA Mk ROLORD" no 20" §M*MKiMOM YAW&AA E YaAdelad AWOMd PSC Anrggd Agonowd &■a switSMrgw AmeicenAnhc.dumi Steven M. Urbh, PE 12031=17 +21311=7 01104IM18 Approved (7M 3WN00 ManuL/draM Association (717) 31741464 wMnga�mhYd.com GiottloAtar� ApprovedforUm Approved flor Un tend MWa Efs■IMl ■ In HVHZ OtdW&HVHZ Bohm ft e 73 x 72 h=bdal (has 04 a=$ No Yee No +&W-80 Florida Department of Boldness & Professional Regulation Building Codes and Standards Product Approval Application Detail Paialdi lAwle LWILat Mk Mk DebPWRfsa Mice aadrd FatsairmMALiberals Validities! ea MMM&A Allard FWAomm ead AaesaMd ages M*YYngM Lyndon F. Schmidt P.E. Ryan J. IOng, P.E. +DM841017 10182017 101220211117 1211212017 Approved (412)298.1740 ,. 409 (813) lw-ww ddMalimalrgeorwid i. cam afrlhederor AmeriondibrUsse darMmLtrJue Iomd lift b outside Brkktl pfmmn S&MS Bquotliftsioctfilpmot GNOW FasrOWs +2r3l)=l No Yee Yse NIA Slope Ww- M Inswing or outselling Conliguradn Florida Department of Business & Professional Regulation Pale l.r t Building Codes and Standards 102cle Product Approval Application Detail 1S Sale aft Mk loft Ytltbafa Yak mm )kuha ICaissidaot Smnrd a■heM.a.Llragea VWidubdkc 3wwdM LaldlYd FWAm■td Aaamwd Hot Review 2M7 C" Buldng Pmdlule Carrsparri MakUllseb W Inhabit Toaeng Services NA nay Phishhr 112aYM7 061111=17 1ZOM17 Approved Wiee7 Edarbr own (513) 770450M Mw. (513) aisma6 SrbCasgmy: SooawW Exterior Door Assemblies rcMWarNld�dopely.aom Cenp2erree Macwm Cwtk"nMako Lidtg lbalhLAmegon A■amdi�Um ApenrmdfarUm oma rod■ Loa a nMla 11081dQ 0tl.10 WA i R,,id L Eo■■ 53 p53 W6-18 PAN-2F+59:84A, 94, 73, 75,15W,100, 4RST, SMN Pon OrAn. 25 as,) Dorhb.Cw (912'to ISTr 05m2m N0 Ya No +30 PSFI.30 4RSF, eRST, OW, 48, 42, lid, 4es, 420. 5%. 0088, wide) t+WVMEW 74; W6 too" Door PSF ODSSV, ORES, OR5SV, AR55, ARSSV, EDes, EDSSV moncia ueparanem OT business & VrWellsonai Kaguia00n Pagel of 2 Building Codes and Standards v1a201a Product Approval Application Detail .99& Entity or 29t Ra Date.Penalrid AM L23 Version Manufacturer .Contact Enoineer&Llmm Validated Sv V.Ilaated Submitted FSC:Aboroval Adoroved Awn Revision 2017 MI WMrdows and Doors Brand Edinger Ahialoan Architectural Steven M. Urion,PE InV2017 12M3r2017 101m62018 Approved Category: Wncowa. (717)365-3300 Marvrmduram Association (7M 317-8464 subcategory::Strigla Wing bs811nger@mhNd.com Compliance. Method: Certification Mark or Listing AIALMM OuailtvAasume , A.wovedfor Uae A..rovedfw Use imoact Destan Florida DepaMsnt of Business & Professional Regulation Building Codes and Standards Product Approval Applcation Detail Pass i on 1115401e 1 Salt !lam Mk Mat pabpm sm Yalu Tr0 version Dion aarad AMMULAIMM YANOM .La Ya1tl11W LLdldllal I=A■o1■ Aeomred sk" R"Wor1 2017 POT Industries Dan Ram MIaml4 m$o SCCO - CER Mend -Dade 8000- VAL 1211AW17 1ZW=17 12252017 Approved complain VMdow. (941) 488-0100 (788) 315-2MI0 gubCememy: plead dmarkapati dwbia.com CompWra Mated: Cad mhm Mark or LMMg B12424011PSodurt ambLanumm Aoono dkWM Al ike IMRO Yeal■ Loa ProdUctUadLMUNOK EnOMt 2210ELLakeNOL21k tong¢ ! 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Uri* PE (717) 365= PE 014 (717) 31741454 beillopertimlood.00m papa l m 1 102018 Mi ML D."PK NM Lk 1hlt" §Wa to FOCAoaosal A■,,ad ■via 08113=7 gN1120t7 o8H62017 10110=7 Approved Usually Assuranpe AlgneedkfShe AAoorWll for NNW MIS In tlYtli BemW Eaw■ SERIES 420 ALUMINUM SOD REINFORCED XXX 1201/2818 No Yes No WA 1438quotx98&quot Florida Department of Business & ProfessiaLel Regulation Building Codes and Standards Product Approval Application Detail Florids Department of Business & Profassionai Regulation P.g. l of l Building Codes and Standards Ionia Product Approval Application Detall 8 I= issalk. saidlaiddidd SadW AmiNKALMydwd" Yslld" aslalkd FallA■i>ml Anownd skis Revision 2017 POT Industries Deem Ruaa MismFDade SCeb-CER Abomi. d 9=-VAL 12204M7 110M17 12/2=17 Approved Cetegwy: EKWbr Doom (941) 486-0101) (lee) 3isaw SubCalegay: Sliding DQMa Door A1sarm04e druamilpgosdutoiea.can Canplaae alalieod: Cer1kaWn Mein w L*" - Ambsondforthies Analroyad for Use Im■sd Mtl■ Lag! Product Dimarldlikin gookwjbwbumaw in BLIZ OUbW HVHZ Blaidag premiums 10 SOD4670 (Legs MMU Impact) VhV Sift Gain Door 0914=1 Yee Yes Yee WA page l a l Florida Department of Business & Professional Regulation limit Building Codes and Standards Product Approval Application DOW » gm Bum mr Mk Mk Mk 71m mmanum sow FaobEKAl fsoee v ild bdib mdd*d LtiddiMI ELSAgg■ML AeM!■d aloe RevMon 2017 Cbsay bidding Plabda Compwiy MorkVONWbd atarlMW Telling Services NA, Gary Ph~ 1129m017 0&102017 IZO M17 Approved callow. Exterior Doom (513)770-011182 Inc. (513) 5104UN SubGbs"; 3ecgaW Exterior tow Aaaembaes mraNrMNOcbmcan compWnceMaew& Catl5w0on Mark or UWg 1`11.1101SIT64011 Products Aar Asser-dffi!!s tetra 2 d Lag SatlotlL a In HVHZ Ski Emma Ereaao 85 085 Na-09 PAN.2Fi53: M 75, 8404, $4, 42, 48, 42S, Ales, a" par (min. 25 so) abawcer (up b 97 Wide) W212023 No Yee No +30 PSFI.42 4RST, Spurr. G, ORES, AR68, EDSS Mrg &0174; Nor cases Dow Pap Florida Depetlrlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap iel lmmis FL Yoh Enter or Mk Mk 2MLem" Mk mm 70■me wmoOn[ Ie`4ant inguaLLLMM xmwom Ydow Loll" PWAnomalat Amerowd son RftWM 2017 POT WOW" Wan Ram Mleml-0aiSWO-CER MNamil4sa rSCCO-VAL 12=61017 121002017 12FAMIT Approved Cu earr. Windows (941) 488-0100 (78M 315.2M Subcaagory: Skin )king dmark®pgitrdusidwoom Caaplaas Meshed: CwMWdm Mark aLMYg closely A- A Dr,,dfMSkg Associated for U t LmS swiss Loa EroduatOnspeAdw 2wwdLt i ammm Enron 7 SFI-660D Amee MMeaelarl 1 Wry! 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Y^L C /co /�'� N Florida Department of Business & Professional Regulation Building Codes and Standards Pga 1 art 1armis Florida Dapehrsnt Of Business &Professional Regulation Building Codss and Standards Pape i a I lmmie Florida Dparkrent Of Business & Pfofeeabnai Regulation Building Codes and Standards Fos 1 a r 116 Arm FloRidsl Department of Business &Professional Reguletion Building Codes and Standards Pass I a I Itemise UQ � O � Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Dow L L � a) Q 0 0 C CL �� V U � � � " `••� •T�e v O •L L O 0 O LL (a 0 ♦U V � •� �•� E O Co 4— U) ♦ n vJ W > OL 1 LIN311 PAD 2ada tide !?ale gdtplMsm gels Lea 7Lm1en 1 2aMM Emle�Alleoe Y l@t Yam Dftft FAQ Approved ama Revision 2017 Junes Nadia BuMkp PtallKls, loo. PYpahwp Zhu Ronald I.Opaws Jan Southold, PJL OVAMI OSfOSF2017 O 10=7 10110=17 Approved commas. Panty Wab (00340-M PE-24121 (962) 387 782a Sub0saepary: acting pkvw wmwu®Iu www Cespbnce lletmod: EVMuetlm Rspolhoma db.emn " Re' 11 - AmAbd«a ROW Dom Pkafda UmamajRpYbnd PrdepbrW En~ Am�lln Ammedbrge � Dosion AMA P lLlllltQ 0eh" E91Z I le1J a� 1® 2 HwdW%Rktapakap w<omrnd bpsid020 ng 121312Yes Yes WA WA l] ffi 2sde liter gate tide a ads Lla Yeses Idsm�lK cm L■IOdtLLMM 3WEd" Yai�rY &VIMM I AWWWAd lMnM RoVWW 2017 N Vil dawn and boon crest 8tfter Lub R Lamas, PE abven M. Udch, PE 101 =17 1 W1812017 lorAM17 17n22017 Approval cMsamy: Whodow (717) 30533M PE-02514 (717) 317.84M subcdepwy: Mumma �ti01m1 Comp Ilatmo1 Evabatkn Report Noe a Anitbd or Licensed Finale ProbalwW Embloor Ades Adios basis !>s� DeaD P 2 lat!!� OLftws!!� j p— 2 5754 VentostAluminum Muaon 120312018 No Yea Yes WA B "1$11 tads EdltLs[ grit 21t Rat Lea )amen IYadail L � GssealCLLeme VhNdd�L Ilattlaled UbMW FWM, rsl Aaaro.tl awn Revision 2017 FGT Industries 0esn Rumk Mim4Wd BCCO- CER Mhr4CSft BCCO- VAL 12462017 IIII5w17 1210=17 Approved �aM � dread e8-0100 (780) 31b2680 BuhCwDoy:AAuabns dmarkndta0'1es.cmt Co y*N WMMlnel CeNBcetlomt Marlin m LWkt Mlie14t14 Prawaob AMA P SmM�tEiWOYangrM InNVNZ 2 BW■d E■■aa 1 den IwAll Doors and V�Mdowa Aluminum Mtlaoce 06 &MI Ya Yes Yee WA FLiNN92 R6 2dOt linllhca[ geld geld■ geld mm Yaldas IMMdwLas[ 2aMd AIM= Y YdMtW alarl� MWL6=Mifd Aogead sale R&wW W 2017 James Horde Building Pmdu* Inn PNytheng Zhu Ronald L Opaws John awthw, P,E. 06M M17 081082U17 082&2017 1011=017 Approved (�� PE-24121 (362I387,2625 CoopYonowN I od Evoluptlm Rood hom a diacam �� Seat «a Llomad Florid Quake Asmoromm, Aaor+gedfor a Aar Im M 1Mdm Lea! Daft In NVHZ swr klYf1L lie■ad 1'JeMlt 1 Cwnpbm Lapr emN asoomnamd ip Ming 121312020 Yes Yes WA WA Florida Department of Business & Professional Regulation tips l a r Florida Department of Business & Professional Regulation Pepe t a I Florida Department of Business & Professional Regulation Pp. t a r Florida Deparlinent of Businan & Professional Regulation P.pe 1 a 1 BWdkg Codes and Standards 1152818 Building Codes and Standards Ifrmle Building Codes and Standards 1 ermte Building Codes and Standards iffimle Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Appllptlon Detail l3613192415 2atla loam 291 Mat 2MLB oam 2sM Pta SIPSA2 21111111; Mesa ar title gate 2MLEM" go I9,#14V24112 rain gookm 291 2da pd. pwwh. 2111111 FLM81244M 2adt EaM ar gigs ➢vie 29LENdin gas in YaMen imodilaw 2009 adssW iBOAM M AsstmW aid■ Lin Miss mimllwm Yii Ll&MIIIW lam ovid Aamved AMR ha Yddm Namdatimat gowouL.LIeet YdMdfdJAt Ya9tla1W Aglimitted FROA—mW Abommad aMla 11m Ysalm mumagm AWOM FOCAmEng AWMW two Revision 2017 Jorw Hardie Busing Froduda, Inn. catmwr. Panty Web babOwspary: Sldkp 09NWNWM Method: Evoluatlon WpodOon a PNpsheng Zhu Ronald 1.09awa John SoMhod, P.E. (909) 348.28P7 PE24121 (36Z) 307-2526 pkpWwp.xhu®ismegtar dk.ow 08J25/2017 OWOWA17 06054 017 101102017 Approved Revision 2017 Akid Colop«y: Panel Wallis, SubCalailay:Soft ComOmes Modac: Evaluation Report Ne a Nlak Thmpm Lyndon F. Sdmldt P.E. Ryan J. King, P.E. (330) 9=4389 PE-43em (613) 707-M mapesaablde.atm 101042017 10103=7 10111=17 121122OU Appmuod Revision 2017 A" Cabawr: Panty Nftb al COW40anwibInIbEvrualaRmdhna rich Thompson Lyndon F. Sdadm, P.E. Ryan J. lass, P.E. M 922-M PE43409 (813)'W4555 IGM017 10I032017 IGH112O17 1WIZW17 Approved Revision 2017 OAF Cabpmy: Reding Compnesae Waited, Evebem Rpm he a mmmm $Sall Rol»n tawrdnen John W. Knuavidr, FIE PD) 7883411 PE.6918p (ge4) 7724M oom 0912'7/2017 Ogr4 M17 0942=17 12112/2017 Approved F7orlds Registered Architect «■Licensee! Fkdds Fronds RtgkimW Arahbd«a Licensed Fkdrb Florid Roplabled Anah od«a Lkanaed Florida Fbnda R"Ishmad Archpad«a Uoensed plotlda Prafesbnd Enpkew Pmbnloi* Engineer ProfNeknN EnBnesr RshooloW Enpiwaw co� Agawam Ammanod.targp Addressed .brdMe ksm gldm Code, Amsumrm Amonsiod.MLgse, AnwmW far.iN !coed Deals AmavadfrUse Amy Mesa IMsim FL910124429 products, dMt AmannedligrUn Iowa Room Ant Produist Downfindon 228kolamwdmbk In oubkin Belden Pone■ Des! Pnoduct ModM. Number News pleduat DNNmkdm conbuden6wimodo In HIM owswo Z Bohm haxlas AaaAProductifiNW.Numberwrissam Pam Conked Exobdn Date hiLilli $sue L■! in NalZ pubmeIBdB Bdbent pf 2 HwdlaPbnk Lop Sldkg anrtenmit by sift 1213IMM Yes Yes WA WA 1 t.&grdt2T&quct lRotlt Vent or Sod Vkryl Soffit 12/J12020 No Yee No WA 2 b.&go*AaWKe T4&gwt self Vat or Sam Vinyl Sore - 121312020 No Yes No WA 1 SAF/sphat Roof8Wgbe Faerplaa rant«aed 340b, sMnated, Ebb and i0FAMIS No Yes WA WA hwmpa awwk*N"9" Florida Departnient of Business & Professional Regulation Pep.I ai Florida Department of Business & Professional Regulation p.p.1 a1 Florida Department of Business & Professional Regulation Pep. i at Florida Departnrlent of Business & Professional Regulation peps t e 1 Building Codes and Standards tlmmis Building Codes and Standards V=Is Building Codes and Standards II&mie Building Codes and Standards 11601018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 19 gels LdeLer go Lads gaY Pad es 211s rNa1u/s4n 22112, Eraw ar tide geld gam geld aalene4n 226 talWLe 211111e 21111, 2,M FLalafa-Res 2211111 J order m, 21111 20 Q b, P>tadlm 21M ha Ymlm IMmdata st combat ■ bELL i ValdatW®u xdmm AWO Md F80Am®MI Aoproval Mt Lent VK24M MaDiemise Sdnder3 DleMerL.Ul Wild.bd8, Ydddd AMMOM dOCA®m[ Am■ud no& Les Va.$- IMmdeW■[ Sorded Dmimrilkua■ YYlodmill1 mddad Dui Ism) Amyod LfmM man YMeLas lisseashm 222am IM&MLA.Lks■a Validated 1W YWWM Dlaisfited FOCAmimmod Awarved Lhaa Revision 2017 TANGO Buidkp pmdlsla, kn. cdbgwr. Roofs Kard Eden Zedwry R. Filed Lade Bowden (417)624.8641 PE-74021 (334)300.18M ICVIW 17 101052017 19420=17 12112m17 Append Revision 201T LV. Thempsim, Ism doe Thmpson AmhbW" Mabb CWMWW(TAMCO) Tony Chrimon zed" R. Priest Lodes Bowden (813)248.34M PE-74p21 @84)300-ISDD 10✓ta2017 IOMOM17 1OH72017 120122D47 Approved Revision 2017 LV. Tkampswr,N% dw Thornpow ArohbdnrY &bWaCo puny(TAN1C0) TOM ClaWnun 7ardnry R. prisat Loire Bawds (813)248.3458 PE74021 (334)300-IWO 101102017 10H02017 1W7712017 121%=7 Appowd PAVWW 2D17 LV. Tholmpm, Ind dbaThompson ArcAbdwal MMeb Copaq,(I'AM00) Tory ChrWnsn YaeNry R. PtWt Lode Bowden (813)24844M PE-74MI (234)300-1101) 10/10=7 IOM02017 /N77=7 12M2017 Approval — SubMapwy: UMedrynnmi CaetPaaana MWI& Enid m RtPod hoe a FWdb Repbind Arditd «a Unread Fbnda kam(}dwtQhomanaom Cw 9wif: Rooft Dtwei to sn o the Ro Accessories a that an m a Ctlapwy: Roo" SuepSagwLr: Roofs Aoceaesdes Nat arm ikraal Pat stye mooft Srinmt noon Cwyay: �D brbCabpay: Roofing Aceese«IesNtten an IntegralCoweg Pat atlas ostsEvsk ayon . . ■ � PrWtaslorsl En~ complianceaReport hoe a Caapbttes Matlack EYWae6w1 Repro from a 1 R Cwttpaatwe MeutoN Enbalbn Rood from a Flolds Regbbnd Arahbd or Licensed Flmlds Florida ReoblNed Arch od or Lkewd Fold Fbdb ReOWNsd Mdnbct or LiOansal Fonda CU Professional Ertseer PnbNbna Enpkier Prorossics al Engineer Apervived for.UN Adaroved.Mr the M M Jesse FLHKW4t2 Plooduals FLA111100111M Pralmdo FLNI 04U PnOdlre IMIIA 6 PM&MMMWJWMbKALNM No. 16UL Produot Dwoododon cor&aot Exohiadm AepMaadurabdapanklNt OtA)7201a In Yo* YM ! Yea NW pfmatn WA WA Des! 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OWO91M28 No Yee a11A .01.62.5 3 TAMCO OB•Ridpe Roof Vent with same 20 pre, talk rod ventbm with ktbptahod beft OWOWO20 Yes Yes WA WA O Florida Department of Business & Professional Regulation Pegei oft Florida Department of Business & Professional Regulation DeP® elgti pits / a 1 Florida Depaftrnnent Of BUelRlees & Professional Regulation P.p 1 a 1 Building Codas and Standards t7120Ie Florida Department of BUaimBes &Professional Regulation Pp.1 of I ■ Building Codes and Standards I/smis Building Codes and Standards Iffimis Product Approval Application Detail Building Codes and Standards 1isale Product Approve[ Application Detail Product Approval Application Detail Product Approval Appgestion Detail l FLMS104ti Cade Entity or Data W. Date Pe MOM Yadm Revision 2017 misaillatux LV. Thompson, ko. dal Thompon Aratbairol Metab company, ny, (TAMCO) EnW, w anomwilla■e voodabd,ow Tony Chrhman Ztdary R. Pdw Loam smarten (813) 2463456 PE-74021 (334) 300.18M 21it 211111 mild" aubmWW 101113 17 IOMWA17 RmLbmm gels PWAnwoval AnBpJtd 10/172017 12H22017 ands Approved 24dt LOM vatown Revbkn 2017 mast Fonda MaW Products lno. cMapwy; R«Ag LWML.a[ rrsaMd JMsioeiLLMM Yet Cbrk.kew Joan L Bandar, REG No" John Rine, (904) 783.84M CaucKEnpkawkg P.E. gala 21111 XdWW &WN W 10261M17 IDA06Mt7 whoposeffies 20 FOCADONNI Assorted 10274017 12H212D17 Am& Appoval LL@9 Version ReMel- 2017 Mmufaaurw Lomanoo, Inc Catawy:Roofing subcategory; Roofing Accessories that are an Integral Pert of the Rooting system 2smaet Enaineera Lleens. Yalldat�Bv Andrew Carter James L. Buckner, RE Steven M. Udch, PE (501)082.6511 P&M242 (717)317-8454 Yarldatad Submitted FBC Al obrnva ma 041090018 12118/2017 04/15R018 AgnLg-Ypd2911111 06112/2018 ,dp(pp Approved 22111111; Ia vemim Revision 2017 mumbdow a"Roosts /MaewLFae caseewY: Roobg E,,W ar Contact .ft Thomas ismraa IAPLSo U1 Il mEvshatlm Gary W. Ytalbr (6M 289-Y288 3e(vloee LLC. 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Rotlxnan, P.E. 024-6478 Be-7944 RaboitldwM@weyede acee,som 081222017 061MIM17 07/0=17 Approved Revbbn 2017 CASTCRETE USA, Inc, CNeer: structural amponnrs Ners Products Introduced an ■ Rawea Craig PanMo kaesnHde BCCO-DER Warr4Dde BCCO-VAL (879)8214641 78916-T59g �-o0m 11/142W7 10M=017 11211m17 Approved � - Product Evalmtlom E11ay Pnodntct EvaNelbn EMI* Prodrl EvaluWwn Easy C, F"' -s Wtmd Cargfloetlai Mad or Usikng WIlalAE QLVMA@BurAme Contred Exploodgern owes Approved for Un Approved per ilea wLlmlz *dolt Ina" mmobmmW Dealing aeJI QueftAssumm PMno L+ ubm contrast Destination Oft ApprovedbrUn us HVHZ Approved pubdoHym .for as lndtaet Darla PmtMw Bel Oue tArum Aggoved,for List Approved for latish 4L HVHZ WOW 1 Pitllm Adel Aporoved.tOLtbg Approved for Un In t0a12 oubift ldl3 DOWM J presom 3 TimbeStrand IS. . LrNnetd Shad Lumber 09J Iwo No Ya WA WA 4 TJ Ran Board structural Canpwte Lumber or Orkabd Strand 031312019 board Rex Bond No Yee WA WA 5 WuyadMrmrRNn Bard Wtnbd Strarld Bard Run Bard 03M12019 NO Yes NA NA 1 No Guano Co ast$ Lkutb 4, 0, a, and 12 kph wide acet Oat V2018 YM Yes WA WA o -� Florida Department of Business & Professional Regulation Building Cocks and Standards Prea 1 or+ Isola Florida Department of Business & Professional Regulation Building Codes and Standards Page i d2 3282018 Florida Department of Business & Professions] Regulation Builrang Codes and Standards thee2ot2 3ne7019 Product Approval Application Destall Product Approval Application Detail Product Approval Application Detail Clio dporlyead.ig.IaL Approved for Uses lioned Jam fialIIS$ainINN rradrd Eeaa. floe low er w nProductoescrudoes Polm6 Outdds HVNZ Aeianwmt PFOMM )aYk IY91 vaalaa Revision 2017 b ell COnrmndN Gonads Preduob,ba Cebpwympo : Structural COnores SubCtlporp: Products Introduced an a Renault of Nee' Ted1lmiogy Convalesce Ms&A& Evaluation Report fro na Fiction Rogi or a Lkeced Flores Enft [ Carew E &L VW t RctmrtG� TNUY N. MJYNH Join Hoy (813) ""TOT PE-60122 (362) 6SM311 pace ysimo.rxxn 20 20 Do* Yalle� IrW Approval tOn42017 tOM82017 102812017 20 Approved 121122017 ANN Approved Woe Revision 1296t V on 2017 M-finot mar Gulf Coast Suppy&Man utdudng, LLC. Category; Roofing Subcategory: Metal Roofing Compllance Method: Evaluatloo Report from a Flodda Registered Architect or a Licensed Flodde Profes lon l Engineer Entity o Contact Fnalneer& Ucanso Validated By Eng David Daniel S. Kuhn Locke Bowden P.E. (352) 498-0776 PE-75519 (334) 300-1800 info@gudcgastsuppiycom 2& Validated 10/12/2017 RAO Submitted 10l102017 Dale Pendina FBC Approve 10/172017 RAS Approved 12/12/2017 Status Approved 18 18 20 21 22 %d GUIIPBR 28 p. GUIIPBR 26 (34. Guli 28 Ga. GNRIb 28 flu GtNRIb Mn 28 eve 15=11, Roe Pound ova ix4 WUad 04/1?J2024 Pu9ne ever 16A326 over 115137 d Mn 28 Ga.GUIIPBR ever 16l37anguak Plywood 0411212024 Mn 28 Go. GuI1PBR 4 Wood Pudbe we M22024 War Us 15/SAqued; Plywood Mn 28 Ga. G ffRib am Us Wood pursue, aver 04/47nM4 15011211uPbk PlyWoed Mn 20 Cc GkdlRb over l5/328¢Id; Piya'0ad 04n22024 YM Ya Ym Vag No Yea No Vag w Yes NA NA NM NA NA +WAr -161.7PBF +NOV -164.7P8P +NW -151.71PSIc +NPJ -104.2PSF #torn � `V O L� Prat _ •. 23 25 Ga. GkdRlb Mn 28 Ga. GdlRbover I&WAqUd; Plywood M20M24 Yes Yea NM -1502P6F +tLW "774,11111 produces . .- . .. • _ �F Ant 1 Ong* Procaat or Cwmwrdsi Conan Produces 2ackuLlmklmmao PraeaYand press Canum Unless 05rhsMU4 Ae UM Aooremlor Use slitilmDueness ffv= No Ya Iwo asibas WA Bonn prissiness NA a29g i Product Model. Nixuber or Name 0.0321squd; Aluminum 5V Crimp Slualdv Assurance Product Description Conbad Emirallm Min 0.032&quot 5 V Crimp Aluminum Roof Panel 041122024 over 15132&qud; Plywood Aborowd Date 1, for HVHZ. No Use Approved for Use Outside HVRZ Yes Impact- BF31.1.4 N/A Pressure +WA/ -1D8.5PSF 24 25 2B Ga. GullRlb MG& Millis Mn 28 Ge-GutlR6 Wer1x4 Wood Pub air OIHTltg24 15R26gnud; Plywood Mn MGa. G tIRIb ovar ix4 Wood purees over 0/7122024 15792&WO4 P*Wood Yes Ves NO Yea N/A rod+. +NLIIt -184.2POF +N/Af 423.5PBF ,}J v 2 3 0.032&qud; Aluminum Gulf Ldc 1&quot: 249a. Gulf Snap Min 0.0328,quor; Aluminum Gulf Lok lB&qupt: Wide 04J12,M24 Roof Panel over 15/32&qud; Plywood 1&quot: Gulf Snap 24 Ga. 17&qud; to. R per Panel 041122024 -115/32&qud; Plywood No Yes Yes Yes WA NIA NIA/ -116.OP5F +NIA/•-I31.0PS 28 27 29 Ge. G111RIb 29 Ge. Gd6sb Mn 2e Ga. GdIMb 16/32&qu01; Plywood 04m22024 Mn 29 Go. GMM ever 1x4 Wood Purees over 04M22024 71181lquct, O.S.B. NO Yes No Yes NA NA +NA7 44&0PBF +N/A/ -101.01'8F no 4 5 G 1&qud: 249a. Versat-oc 1&qud; Versaloc .D32&qud; Aluminum 1.5&qupt; 24ga. Gull Snap Snap 1&qud: VersaLoC 249a 16.58,qud; Wide Roof Panel 04J122024 over 151321squd; Plywood 1&quot: V-1-cc min .032&qud; Aluminum over 04/122024 15/32&qud; Plywood 1.5&qGulf Sleep 241a. 1G8quoq Wide Roof DM122024 Yes Yes Yes Yes Yes Yes NIA NIA NIA +N/A/ -138.5PSF +N/A/ -IDI.OPSF +NIAI a e Go, GNRIb Mn 29 Ga. GdlRst ever 711 Bight; 0.8.0, 041122024 No Yes NA +NAAJ -118.OPSF O t Panel over 15/32&qud; PhAvootl -71 116. O.OPSF 7 1.5" 24ga. VMeLcc 1.5&qud; VersaLoc min 24ga. 16&qud; wide Roof 04/122C24 Yes Yes NIA +NW 8 9 10 11 12 13 2&qud; 24ga. Mega L 24 Ga. Gulf Lok 24 Ga. CwN Seam 24 Ga. Gulf Saam 26 Ga. 5V Crimp 26 Ga. 5V Crimp Panel over 15/32&qud: Plywood Min n 24 Ga.2&qud; MegeLoe 18&cluoh wide Roof 04/122024 Panel over 15/32&qud; Plywood Mn 24 Ga. Gulf Lok 16&qud; Wide we 15A2" D411212O24 Plywood24ptutlyAntrmeBdsy MnGa. Gulf Seam 16&qud; Wide Rod Panel 04l122024 over lx4Wwd Pudinsoverl5/32&qud;Plyaood Man 24 Ga. Gulf Seam, 1 3/4&ceid; En ace Lock, 041I22024 18&cpid; Wade Roof Panel over 15/J2&qud; Plywood Mn 26 Ga. 5V Crimp Roof Panel over 15/32&qud; 04J122024 Pin 26 Mn 26 Ga. 5V Crimp over 15/32&qud; Pywaad 04J122024 No No No No Yes No Yes Yes Yes Yes Yes Yes NIA WA NIA N/A N/A NIA -123.5PSF +N/A/ -108.SPSF +N/AJ-96.7P3F +N/A493.5P3F +N/A/ -108.5PSF +N/A/ - N/A. 1 1. .NIA/-131.PSF Code +Yeahrx 2017 Application Type: ALL spy. ALL Applicators l�od: ALL 4'gntrMl OpWd: ALL. yerGilled ssurance,Reseldlidoor. ALL Approved for use .MMZ: ALL Design leressearen ALL Doh Fa: ALL FLO: 11651 ProductmmukdLmw: ALL aLftdgo y: ALL Convommueftch ALL ProductModes,Number or No is ALL Product feraeMNM4c ALL loped Resistant: ALL Deb rrprn: ALL i..t.l W ♦/'1 v, (� `v 14 26 Ga 5VCrimp tin 26 Ga. 5V Crimp Rod Panel over ix4 Wood 04122024 Purikrs over 15/32&qud; Plywood No Yes WA +WA/ -156.5PSF c G 15 26 Ga. Guff Lak Min 26 Ga. GO Lick 16&qud; Waoe Rod Panel over 04122024 15n 26 Yes Yes N/A +N/A/ -iBt Q 18 28 Ga. Gulf Lok Ga. GPlywood Mn 28 Ga. Gulf Lick 18&quaL Wide Rod Panel over 04J122024 15/32&qud; Plywood No Yes N/A -83.5PSF +N/AA83.5P3F z 17 26 Ga. GulfPBR Mn 26 Cra. Gulf PBR Rod Panel over 15/3211,qud; 041122024 No Yes NIA +NIAI Plywood -154.7PSF z Q J SHEET NO.