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HomeMy WebLinkAbout3140 Nubbin Ridge Lnr 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 ABBREVIATIONS - — 7.1 ROOF FRAMING PLAN AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room 8 LINTEL DETAILS SN STRUCTURAL NOTES ABV or Abv. AC or A/C Above Air -Conditioner FLR or Fir. FLR SYS or Fir Sys Floor Floor System RA or R/A or R.A. RAD or Rad. Return Air Radius _ SN 1 DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF orA.F.F. AHU orA.H.U. Above Finished Floor Air Handier Unit FP or F.P. FR DR Fireplace French Door REC or Rec. RECEPT Recessed Receptacle — S3 DETAILS DETAILS ALT orALT. Alternate FRT Front REF or Ref. Refrigerator 11S4 BC BF Base Cabinet Bifold Door FT or Ft. FTG or Ftg. Foot/ Feet Footing REINF REQD or Req'd. Reinforcing Required IF I S5 DETAILS S6 DETAILS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. BLW or BLW BM or Bm. BOT or Bot. Block Below Beam Bottom GALV or Galy. GC or G.C. GFI or G.F.I. GT or G.T. Galvanized General Contractor Ground Fault Interrupter Girder Truss RND or Rnd. RO or R.O. RS, R/S, R/SH or R&S SD or SD. Round Rough Opening Rod and Shelf Smoke Detector UND ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. C Bearing Carpet HB HDR or Hdr. Hose Bibb Header SH or Sh. SHT Shelves Sheet D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS CAB Cabinet HGTorHgt. Height SHWRorShwr. Shower ��� �� CIR or Cir. CJ or C/J Circle Control Joint HH or H.H. HORIZ Hand Held (plumbing faucet) Horizontal SL or S.L. SPECS or SPECS. Side Lights Specifications PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU COFF or Coff. Concrete Masonry Unit Coffered or Tray Ceiling ILO INSUL or Insul. In Lieu Of Insulation SQ FT or SF or S.F. SQ or Sq. Square Foot (feet) Square PA1.2 PRODUCT APPROVAL NUMBERS COL or Col. Column INTorInt. Interior STO Storage PA1.3 PRODUCTAPPROVALNUMBERS COMM or Comm. COMP or Comp. Community Compressor K/WALL or K(Wall KS or K.S. Kneewall Knee Space SW or S,W. SYP or S.Y,P. Shear Wall Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. CT or C.T. Continuous Ceramic Tile LAV or Lay. LF or L.F. Lavatory Linear Ft. TEMP or Temp. THIKN or Thik'n. Tempered Thicken D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB DBL or Dbl. Door Bell Double LT MAS or Mas. Laundry Tub Masonry TOM or T.O.M. TOP or T.O.P. Top of Masonry 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 pia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. 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 W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WO 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) MEAN ROOF 15 FT. HIGH TYPICAL FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FOR SINGLE STORY HOMES FIN FLR or FF or Fin. Fir, Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES DATE VERSION DESCRIPTION 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 CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 01-04-18 3.00 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titieblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to H� prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of an 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 ALL WORK 4 .�"(la ,a �� BUt�DI�y� CODES rat(* �` AND THEO _� ®�®INf1i��CES E 11% ri Ism the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. s ',? E R�ViP� OT ("(� IZe CITY ��._ - 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, 2889 materials, or equipment, from moisture, mold, fungus, fire, theft, 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. L nrm_� M a RJ_L_ ���at��srrrrreaee 0N . ' DNS E .0 ; UIWO �, `� _ • .q c • F O NN, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Am A=k 1W- ,r g s� N <O 4 + tY CD M N N4k to J -_ LL LL O Q N 47 .� J W uJ iIi a N M S LL u! f� aa�0 Z 0 ��'ii52 -0Cl) � (Z' Y 0=° W a) CS = m O o 'm o r, c° Z 'ITN° N¢('�Z g ¢ OLL a Z U N J Z ❑��❑ W � o N z o � v — J h M MAP to z a � (DrZ � LL II w o O ��\y Ul U m w m = _ 0 3 =. U o N u c �Q co w M cop y0 z Q �o E 8 =o w= ,m �. a z® c6 a= �¢ o f'- x U EF O2 Q CN L az ¢w¢ � ww t z game • � a 0 U rflg o o Z � 0) J S "O� �� QW Z. R ao Q z W w o < �a NJ . a= V� 25 � 3 =o 0 .y ^L1 W o .> ca N to 0 QOU 0Cr L(.1L m Z r Ln N T .L o O a N r N f6 c N M Z Z E N cc C a U � Q 00 JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. C S v a 00 N L IV x CD O J �00 I rn a 00 00 CV L CD d 0 J KJ 00 I rn 3 a OS N v E CID 1.2 x L 0 _ C J y a� ti r 0 0 T T e TYP @ 2 STORY H.B.t 25-SH CP AC PAD OPAD 1W 10 IQ rr 1 OPT. REF. 1. - 24---24 - -4--4- 5-SH 16" DEEP Z IL I 10 10 26,_3„ , 1„ 46- „ w 12'-44„ 1 LL 246 ■ _ I" _ z FLEX I- I rI = LID 8'-8" FLAT CLG. LLb I B CO N I FA I LY R M I : N 5- H 16" DEEP CARPET N N -= l r- _ D.W. v �`' ■ 8' 8" FLAT CLG. I i N I I I IJill Sr e o ICARPET i - -- - co S6 CAFE oo a I _ O NOTE: FINISHED WALLS 1 TYP @ 2 STORY C° I O TO BE FLUSH. VERIFY IN I 4" 0" 1 8'-8" FLAT CLG. CARPET I [E] w i i ..... - " F T I HU RIA FIELD. 1 IL ■ II m I - I HDR AT 7-4" (3) 2X4 #2 SPF W/ - w I p I (3) 16d TOENAILS �� I LOW WALL OR SPEC. I 'I 8'-8" FLAT CLG. 0 @ BASE zl J1+ SPINDLES PER ryno�o 3068 ENTRY 'ENTRY co 16'-41" i o co 2 4'-0" 5'-8" 3' 11�" 3'-4" 2 18'-9" 2'-0' -01' q iv to � I 1 I I ao F LA EG PATIO I A I A TILE 14 - 1 I H1 o - 2- H1 flit3 -- coo12 G �� - - o 0 D 2868 2 68 S3 e _� 00 " 1'-4" 5 5_ 15 _ _ _ _ N S3 NOTE: FINISHED I -0" '-0" r LID DZ 6 14 WALLS TO BE FLUSH4L. _ _ - - - - - - - -_ VERIFY IN FIELD. ~ O 8' 0" F T LG. - - ' 13 EDGE OF SLAB 2" I F I I ■ T LEOPl. W g----- I 12 r BEYOND WALL00 WIRE I 9----- 1110 b3 I I I lu_ o ---- N $ $ HANSON BOX x +42" SLOPING HALF WALL 1 I I I I I TATLGI I LE @ 36" A.F.F. I I I I iv @THRU OWN E S SUITE + /10 i Pj' D DRYER VENT I'-- WALL S3 2 CAR GARAGE 1 I I r _ L V I TYP @ 2 STORY 8'-8" LAT CLG. 8'-8" FLAT CLG. N o I l i �yq.W3�pC R&S C RPET N - )1J1Yff2 1__ 5 SH W/ (3) 16d 1 16" DEEP 0113 u 33 °' Iw N rn TOENAILS @ G I I e I I I I I I> BASE S3 I ul 2668 I I l 0 1 co 1 I m 9'- " FLAT CLG I ^ I x 11 1 1 1 10 o ILE I rC6 o 1 co 1 1 10 LL i 14'-9" 3'-4' S-4' 5'-0" T-7° I *- 21'-42" I I l 1O ■ 28 8 TB I I 2, 6„ 1 I I I Iw I I W.I.C. I 1 co _ _ O N 12�c7 MIV w FIBERGLASS a I g�_g FLAT CLG. I SURR� UND I I I CARPET I W O _� BUILDER TO PROVIDE 1 I K I S4 1 I I I d T 36" X 601, - J APPLIANCE PROTECTION I I I I SHOWER R&S N WHEN REQUIRED PER FBC L _ _ _ _ _ _ I HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9114" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18jX25j S.H. 13 20X38j 184X374 S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20X63 18JX624 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 11-13 271/4X382 26x374 S.H. 11-14 274X504 26x50 S.H. 11-15 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 374X26 36'X251/2 S.H. 23 37 4 X 38 j 36 4 X 37 3/4 S.H. 24 37 4 X 50 j 36 1 X 50 S.H. 25 374X63 367'X62112 S.H. 26 37 4 X 72 36 je X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 4 52 7' X 37 4 S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 5271 X 62 S.H. 36 54 X 72 52 J X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 NIA S.H. General Nntes 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 classi 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 112" 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. Chapter45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 eD +28.3 / -36.4 OE +26.6 / -28.0 �F +26.6 / -32.2 GG SEE SN SHEET H SEE SIN 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 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND A J TYP @2 H.B. REQUIRES NO UPLIFT CONNECTORS TO FLOOR S3 S6 STORY SYSTEM 10=,111 no AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) �f e 0 ui- co,. s' �' L J c' 4s X 10 o ���7'itff11f+li9f6€'tW$1\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W ID _ 00 Q N 0 N O �+ r- CM 10 N N t0 J J 'n LL LL tl� 5 1z - n o ni a u! M >�'ii LL h 2 ° aW0 0 _Z acn°' 1 W C N 0 o � co m m O 0 m W Z IL 2 E �_ co 0)N Q co O a- M V Z o L) ❑❑❑❑ W z N o � o z � N z o � J M a � o ^ 1 V1J, 000 (D LL T N Y w g � 0 NcE LU o � � U m w ` o g I z ♦ V O N c � W O ®® 14 M m w Mz y z E o E: u 1 wz° � a C13nj �- g 0 XU O Q U O �0 � o E N ao woz ¢ o dZ z tt ra _ g gym'<w m 0 o 2LL v`n, ow Jo a o 3 <; N~ 0 za o� u3 0 .y (U O CD C N .-� c>s -j O C� m L1- /F�- 00 ._ Z o L0 coo V = O o N r co o 03 � z = E © E m iu f0 = CID ci _j ¢ o JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. 1.0 6 H2 D2 o A 25- H r---- --------------------------------------- I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TYP @ 2 STORY HEADER SCHEDULE SIZE REMARKS KHEADER (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (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) - 1 314" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 314" X 16" LVL 2.OE Fb=2600 PSI H8 (2) - 1314" X 7 114" 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 1 dnr. EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 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 18�X254 S.H. 13 20X383 18JX374 S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 4 X 621 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 j S.H. 1 h13 27 114 X 381 26 x 371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11­15 27JX63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 112 S.H. 23 37 J X 381 36 J X 37 3/4 S.H. 24 37 J4 X 501 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 j X 37 j4 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET HH SEE SN SHEET j40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 1111"1""""I � . � ` • I � TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA 1793 1103 2896 437 26 3359 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE f LIVING) R-11/R-13 KRAFT FACED r I 1iS�1111FFdli OWN C ( r .• o •� .� C •�•'••....... �� A % "y O E E S S 1 F1111Ililt, 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. H r O 8 g 0 NtotW N # # ® O O O tm M � to * W LL LL to J A M -j LL * Lll W LL a M 2 y M S LL W f/J ° ado Z ocn°' 0 C2 �• C CV m m O 0 W LL g E°';; � o a 2 0 NQMZ . . U0_5j Z < ❑❑❑❑ W CD N <? z � o Z � N � z W lL C/1 Y Fa LL! 0 O 0 a .O o � u oo w wall z U y ¢ g o �m o w J O Z cd E OV wo� �10 on -_ U a� p U� C7 E N It p ao �¢o a Z co Ci} ❑ - N oY .m m� I p z� J a tl ¢w z fn Q 3 0 o az NL U w� ao 3 oz -< E2.0 C' z< ¢ x a_ o~ U �5 c C:)0 > (� ^L1 W O ,> c N co C) C U C� Ll. n' pp 2 o�o/� . - Z I—LO 00 N = o C� t- ili M CV o z E O f6 a E o U J 'a Q p JOB NO: 19-8531 SCALE : AS NOTED SHEET NO, 1.1 L SEE PLAN FOR LANDING DEPTH � MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2xl STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0' 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 oC a KITCHEN THRUST BLOCK SECURED TO SLAB w/ 1/4"X31/2" TAPCONS @ 16" O.C. MIRROR 80 MIRROR 4 MIRROR 4 17 --1 17L11J, 7111 FFAII L7111 IL11 III 11 11 FL-1 I �Ijj�i O co RANGE KITCHEN STAIR CALCLITIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ V NOSING OWNER'S BATH I KITCHEN ISLAND INTERIOR ELEVATIONS 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. Winder 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. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly 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. Guards: 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. SCALE: 1 /2"= V-0" STAIR SECTION SCALE: 1 /2"=1'-0" � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of tto he drawing pages bearing Engineer's signature and seal. Q O V8 N N# 4t /tJ M C,4 LL LL V W vi u;M� w � vim a w w D a N mLL a 7d o LL IL W 2 E°';; < o a (D 0 0 O of 0 In S NQMZ Z � V ❑�0❑ W Z N O z M N M t0 ,W lJ LL � n D V o- w r— �N off . U 00 w � r— m E U o �' o c C/) � �Q � w co o � Q � Wo 'aN � z® E U CL . °a N � O U O _ o O E z az N � L ¢ ❑ m O in � Z� c �m g � zZ > o¢ O ga LL �, W U � <o 1k ° o w� >O mill co a � za 003 �O N > M ^L` W C N c0 on OMO . _. Z � o W T O Q O Z -� Z E Q `� c c m � a U 0 Q p (D JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. 2.0 !III II v11111 1111!11111 9� 11'll, 8'-0" RIDGE VENT COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS i -o Q 00 N c a� a x r— CN J _� 00 I rn a 00 N aa) c v C) J LO 00 rn L 7 rn N v a F�— d 0 S C N fi 0 J N ET_ CL 0 N 0 0 rn 0 N N co L.L.r m o 1 — 1" x 4" SMOOTH ' I 12 TEXTURED I I � 5 TRIM / BAND I �'J 6" FASCIA l J (TYP) T.O.P. HDR HGT. 04 ti -I00 00 Vx12"SMOOTH ICI ICI ICI i�I IL' --I I[L"�I TEXTURED 25 SH 25 SH 12 25 SH TRIM / BAND FLASHING �5 _ _ 2nd FIN. FLR. ---------------------------------- -- �� -------- — ----— — — — — — — — — — — — — — — — — — — — — — — — — _ HEEL -------- ----- T.O.M. _I f 5 -------------------------- N ----HDR HGT. DECO 1" X 8" SIMULATED ]E=CORBEL - WOOD FINISH o - F16 I TEXTURED CEMENTICIOUS 25 SH FINISH ON C.M.U. F.FL. F54 1 FRONT ELEVATION - Al 12' RIDGE VENT SCALE: 1 /4"= V-0" T.O.P. — HDR HGT. a 1'-8" 1 GABLE END VENT SCALE: 3/4"=V-0" �lco _I co 2nd FIN. FLR. Mlst T.O.M. HDR HGT. N• LEFT ELEVATION - Al : 1/4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN, OF NET FREE AREA/ LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA! UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 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. l U_ c� l 1!l6lft;f ` y -'k W N ' .�Z� ;^ - 0 '•Jj:, °Pji f,a, _.I r§' 1�1RY,4`��`�5. ,'si. 9 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. 0 8rN 00 41 M NNcc: .0 L.0 LLL�0L 0 U_ JN�Ud0 J it W W lu- a LL W YZ 0 CL oCo�W = C N r mOvf9 co' E _jocL -ZW 7Q• IL IL �g> Fc_o C14 = Q05 0 Z 6 ❑��❑ W Z N O � o W NNQ Z � Q J M 2 o N _ can �o Z c (Du T Cn Y W p U M a O Ln �Ln c E � o � min�— U m 11, m 2 E 0 g j U o N a14 to, � W M N o z U_ ce E zo >a �s 0 'z oa N M U XU 00 �UQ ZL N z �o a � 0 � O ¢� WN r6 U j C _ Z 0 Y U O 0 Z Zym J a ° QW w Cn o¢ aZz o Q o N W W ao r� h� o � a� oa iM a o� C O 0 >IMM L O •`j c N oo-". co _J C:) < U vi C.0 Y 0) r 00 z o LO oo N = O o r M N o z E to C f6 a E o U J a m Q 0 00) J JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. 3.1 Q rn ao 00 N W v C) O J _LO 00 I 00 N c -o -c x O 0 J P; ib I rn > i c 3 a rn N G CL E 0 S C C J Wa� LL i —loo 60 e=1oo 00 COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.P. 2nd FIN. ----------- FLR. T.O.M. 12 5� 12 i 8'-0" RIDGE VENT 12 12 zz:::::�5 -------1� ----------- EXTENDED _j OVERHANG TO BE CENTERED ON ao DOOR TEXTURED r; CEMENTICIOUS FINISH ON C.M.U. 25 SH 1 25 SH (TYP') 25 SH F.FL.-------------------------------------- 12' RIDGE VENT V-21" 4 T.O.P. HDR HGT. ----1— — — — — — — — — — — — — -------------------------------------------- 1 -011I n 2nd FIN. FLR. T.O.M. F.FL. CJ ------------------------------ CJ / WEEP 25 SH TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 25 SH 12 �5 ------------------------------ - ------- 1'-0" Z-0" REAR ELEVATION - Al SCALE: 1 /4"=V-0" RIGHT ELEVATION - Al tt= 1 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 be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. 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. CJ C� I, ��,`�1�!l9liiflfP f. r� �• CJ ••� dQ` ,•`` a n� CV .� -1J U r 0 fi E 1 0r e �''►i��rt I j � i E1t�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. N� �E 00M O 8 204 V N � 0 Q J J � LL LL N N N UOD O 4: co N J W U. _J d a. Q M W N Qj LL �- d W p > 13Z .� Y °�°'_ 0 O � 19 W @ N m 0 0 'mo�`O Q�CO W ZILN METrn JC) LLg Q O 0 'C14t<MZ 0 Z U J ❑❑❑❑ v W M � D 0 z N O a°Do 0 Z o Z Q J M Q N N z o T C/i Y W 0 o V a Ow U1 to i— o o 0 o oil � U CO d w rn L E — 0 8 V .... a ¢ V 0 �m r` CDW CD coQ o Z U � E z❑ �° Z® o E U a 5ca X o °w r 0 UV O N 2 r wz o ¢ ❑ Q ww L C Z y 2 U '0 ZO " Z¢Z JJ maa Xzog o d w � , r,3 Flo o tD d' w zl-� a 00 3 0 O E2 L .> c N m 0//� C Fes— 0 Z N C'LO M N CD M N o Z O " ~ " LL E .. 0 J W Q 0 CD J JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12 CAP = CAP 2" 2„ *NOTE: T 1" <V N FOAM TO BE USED 1" RADIUS ONLY WHEN 1/2" RADIUS M REQUIRED BY _ IN 3 1/2" RADIUS S COMMUNITY ^ 1'-5 3. N SPECS. IF NOT, � iv 3/4" RADIUS 4� �,� DETAIL TO BE 1" 2" OPENING VARIES 2" 1 Q BUILT W/ STUCCO. 1/2" RADIUS cv 1„ 4" VARIES EDGE OF 1" OPENING *- VARIES o �VARIES 22„ T, 12" VARIES NL L rIN r 1 1/2" RADIUS n 2" 34 4 r 2 1/2" RADIUS �-; In n t C&I u N co oily �,dv Co CO VARIES 12" 32' 11" 32' iv � pia SIN 3" 2° 2' 1„ 1" 1" BASE BASE MI- � • 4 rn N 1 1 0 ,' C'4 12 N *NOTE: VARIES 8" 2" FOAM TO BE USED co ONLY WHEN r 3 REQUIRED BY 1'-6" COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" 1" 1'-4" DETAIL TO BE 2" BUILT W/ STUCCO. 21„ • 3 EDGE OF 4 ' OPENINGNG 6 _,�• 00 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these draw 7 Florida Code - 4" 10° N �M lResidentia 6 h comply Editli n. Engineers signature land seal is only for y — the structural engineering portions of the drawing pages bearing 21„ 1 �" N Engineers signature and seal. 0 4 Nr W w w elm a ��co N p O J J T V M N^ ! O d:m0-p J U W W 00 M V7 M W W O 4„ W y�o moron 6 d w i�' e Z 0)as 9Z; ¢oLn tl- �„ 2„ 4„ 3„ 2„ 2„ N W rn N 00 2 N N Q M IL a d Q U H J W ❑❑❑❑ 1-1/2" THICK ," o �„ 32 z o 0 4 __ IN z z o v 2'-4" 0 LO T 52, 1 5„ 52, Tl 54" 00 3„ (0 N a _ LL C1 o 2 VARIES VARIES O U-j 4„ 1„ , HN rz e a, t„ N 2 c 2 iv I (� o W 22 _�k L c Q — N E 0 8- t VARIES VARIES c U, ®0 o I �m i I ¢ 'T 0 .r4"I8„E 3` {6" 4" VKETONE F11 0 KEYSTONE F11 00 i` U- rJ E _ --------- o)o '0< = N N �1" , ONAL OPTIONAL QE `_" 000g �o <U wwR" �rY4' N d a Z GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING °' L g o w C) H IN t- p Z01 m O NOTE: w J 7 m v • INSTALL OVER STONE, TYP. g N 3 0 a 0 15 • FIN. TO HAVE TRADITIONAL N w son �LL �I VARIES • LOOK & SMOOTH FINISH IN < 0 i , � � � • FOAM/ EPS MATERIAL IS � o ACCEPTED CD zIW old w d F o NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14 1'-64" 14. 12' 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54„ 1, 12 54„ 9 M 3'-8" 7" iv L 4" T-0" 4" 'r 1" 10„ 1,-4„ Ml i r N 0 0 .N h 0 �'��Aj/y,' L= N N ' 00 0 — z o ul o N O4 T O o r y M CN _ - E N o OP M i� ih r Z E Q c CU o 'Qy, ii U 0 Q p v c , CD 12, JOB NO: 19-8531 ;;t SCALE: AS NOTED N SHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM �=t • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 0 •U J CD t7 rn N 0 N 0 0 a. rn 0 N N 0 w m �y Cn 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 FF DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f-t"lv SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH CL ?4 FOUR-WAY SWITCH ,913 RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS 46 TRACK LIGHT >=--==< FLUORESCENT LIGHT FIXTURE POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER copper to lights & outlets copper to 20 amp ckts •2 copper to WH 3 copper to Dryer or 4/0 SER Alu WITH CODE APPROVED 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. O EXHAUST FAN ;Ql EXHAUST FAN/LIGHT COMBINATION RECEPT. �D VERIFY METER ELECTRIC DOOR OPERATOR (OPTIONAL) FOR At SYSTEM LOCATION WITH CH CHIMES (OPTIONAL) BUILDER 19 PUSH BUTTON SWITCH (OPTIONAL) FD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _JQ ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT NTRY MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" Gv�-- I� I rn 0 CV 0 CV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q � � O co 8 CD N co ��p� N## ci CD 0 0 CD MNCV N co J J �m �LL C N � J ` .� J * LL. J a Q ei LL N M � Ll M � to C N .— m m O W z �Eci�rn �allo 10 °Q2 =o�Q=e( IL a NQMZ U 0 J g Z ° ° ❑❑❑❑ a W M Z N O 0 0 zSO� z o J C) � o tJl 0 N 0 R3 w � a U Tom• OT_ Vj W � L E Ln ® v m w m O = co W co Z o " LJi za ° >� <0_ 0- o wI z Z® o o: CL XO O Q 0OU 0 � Z O E O 04 t ° o ¢ zo o ¢¢o "7 • (p =3C/) C � o U m0 r p z W Z CID J y0 F QW z ° Z 50 W a a a Z oc�i w ao v zja ° 3 E O 0 co L O . � N t° O C OU � r 00 0 tN O O N r ai T � N cj N ^ c Z M Z E O m Ry c a o U 2 ai Q p E JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. 4.0 rn 3 rn 00 tV a m v 'x r- 0 _L0 00 I rn 00 N 72 0 LO I CD CD G, a 3 a rn N G a a E x c J N ti 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 Fkthv SPECIAL PURPOSE OUTLET :on_ DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH � Q. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Iwo EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) H{ PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60"A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL j DISCONNECT SWITCH Q�o ROUGH -IN FOR OPT. CEILING FAN G J Q��Z? CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G ' J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSY: BON TERMINATION NEC 14, 250.94—/ 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. )pper to lights & outlets )pper to 20 amp clas copper to WH copper to Dryer t Alu 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--------------------------- - - - - - - I I I I I I I I I I I I I I I UPPER FLOOR ELECTRICAL PLAN SCALE: %4"=V-0" \Q r C) , rn 0 N 0 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M F Q -tE V 8 �o) N N As� ci QO9 p) �M t— Nh � j *hm LLu tA 7LL04 - LL d a fii Q V1 M S N 0) LL W rn a. a W �O ZD0� 0W° cca)a Fa01 o mm0o g ¢� Z ILW ML 0 N<LmZ U 00 = Z ❑0�❑ W r � � z N g z o a t- J Pt F chi Co Z v _ r .O w o �Ln � E2 0. N a � � U (D w r— E - 0 8 V ,. U 'o °� Q V 0 • o w M z o Z LJL Q 0 a o � ® E ¢� w� F E x° oa azo 0° o� aZ ZO N o ¢ ¢� ¢ w w L ro in ¢ ❑ U m 0 0 Z � Z N w J .2 ¢ a '<W fn ~°o a Z Z n3 Z �W _ U � o y, JW <� _ ,r ;o o 5 wf� 0, U c O 0 > M ^L \W ./ 0 co N co J U �0 EL /11 00 0 iE l� c_ Z o LO N T.O p N r M N o Z z E ci m cc c d U Q p c JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. 4.1 rn v 5 a 00 00 N it v O J .Ln 00 t -¢ 00 N tx c a� x 0 J LO 110 Q) m v i c i CU— Q O) N d E N E 0 S C C Qa W t.L ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 4.000000 2.000000 Floor 1080 1037 148 518 37 259 336.0 60.0 276.0 (Zone 1) Main 0.0 0.000000 Floor 16 15 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper 16,000000 0.000000 Floor 1166 1119 160 560 40 280 240.0 (Zone 3) 240.0 0.0 *"NOTE"' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. SCALE: %4'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. I Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ, IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / 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. Cc 99 I up r. w , �° �• ESS<0 \� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E Co F Q O 0 N (q pp V N uJ it U O O m C, N N = r cD N lL U,. O N 0 , M N L J� W W u_ LL v °. Q t9 0 0 , M � .LL > ._ W N LK k W p o x W CD — Wmo�cO @��_ Xmao m2¢O Z LL O W N O�a NQcoz N U f--J 2 z 0 ❑DO❑ W N z o z J M N M z � CD O ♦� lJ � +- LU � a0 Fl/i = E Ln = N � o U m w rn r— I° E 8 _ 0 3 o • < o O w Mz o LL_ z o � > m ao Q O ECKS v wo Q= z® t'_ c X UU U O 0 OU 0 O o E N N - ¢o az X� L C/) ¢ o o U m 0 01 z 'w C%J J 'm'z N oo� zz dz U I -w �� LL Nw 3 o c� _ > W, aF O = O > co wL O ■� C N to O li A' m 2 LCL -iW 00 Z r-- LO N O O T r cc N M N iri r\ o Z Z E O _ a U Q p _ JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. 5.0 CM 00 N CD s rQ. 0p J _LO 00 a� Q 00 N w v J M 00 00 i c 3 C a O) N 0 a E Fy° N E .T. O J y t� i c d 2' 56-68'-0" 1-STORY . 2-STORY 27'-0" FOOTING _FOOTING 29'-0" 6112'-0" 2'-6 I x 2'-6" x 1'-0" S3 STORYTYP @I W/ S6 (3) #5's E.W. STORY2 �............ �.....�...... �.... 0 E- -� ...... ......... .. ........... .�... ..x.................� 0- HVAC CHASE I --- -- -- -------- �t BASED ON LOCATION I I � ; � _ 3-1/2" MIN 3000 PSI CONC. SLAB FOR o o I HERNANDO COUNTY ONLY ih -1 I HVAC CHASE I BASED ON 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I-� _— I r III — — — °�° LOCATION III D.W. II • . • • , • • , N 10'-0" I I I III II __j r iSTEPS 4'-0" — — — — CJ — — — I — I I � CJ I — O - _ CJ — — — — — ; CJ — I - '� d AS REQUIRED PER ( I I j a I z �- = _- _ ; _- �_ AHU STUB UP TO FIELD CONDITIONS ( I ■ ( PROVIDE 1 1/2" RECESS FORSGD.REFERTO I I III I I I I _ KITCHEN L -----� I CHASE TO - _ _� ISLAND _ - _ _ _ _ _ - - --'-----_--" = _ - - -' ' = ; 2ND FLOOR FOR A/C L . .■ -• _ �/10 i� - y r ' ' ' ' ' — — — ( MASON'S SLOPE FOR 10'-0" ISLAND LOW I WALLS 1 P 10-42 1 , 2'-34 TOP OF CONCJ PAVER TO BE 4" BELOW FIN. FL •_ s R9 " ■ SL P WIDTH 3'-4" 9 L 3 1/2' I o ( I SCOPE S3 tD in I L 27'-2q' 7'-7y" 19'-22 I 2, 0, CV N o0 S3 I I x 1 %2' x 9" I 2'-6" x Z'-6" x 1'-0°' W/ 3 # () 5's E.W. W/ (x #5's2'-6 W! (3) #5's E.W.PROVIDE . RECESS FOR FRT. DOOR : (TYP. OF 2) ■' r . _ .I. — — — I -I. © _ CD r —CJ r —CJ I - �; --- -- -----------�_ ■ _ G I S3 (2) #5 REBAR VERTICALS w! in b Fh _ _ I : 2 STORY FILLED CELL ' INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ I I oo I :: (1) #5 REBAR VERT ABOVE SLAB TYP } j ° OOPT. _ @ ALL PLACES SHOWN HOOKED FTG. I L I W I I • , DOWELS 5" EMBED W/ 25" EXT. ( i I 5 3 ABOVE SLAB "GRADE 40 STEEL" N I I FKD I L &_3 1/2" SLOPE I TYP @ 1 STORY I I t I IL �. I OPT. DI - O �' I — CJ ° — CJ ° :: G � c�1 CJ I o I I 15'-64' 4. 5 :: 5 - I ; : S3 K I °° ;I I i+�Ti o � 0 I I:; g3 2 STORY 21'-22" I 16-71 6-32 It T I • I 0'-0" I ' • � • I I (: #5 REBAR ; (2) I 1 1 i O (• ; O W.H. I VERTICALS w/ in FILLED CELL I — — — — '.. �. --. I — I - -1 . . . . . . . . . . . . . . . . . . .GPI . 4. .. (O '_S2" 1 5' A TYP @ 1 S3 STORY L 2-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. 6'-0" 1'-4" 4'-8" 1-STORY 12 - STORY . .01 J TYP @ 2 S6 STORY H.B. 6'-4" 3'-0" 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 113 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN z IL CONTROLJOINT DETAIL SCALE: 3/4" = V-0" • :;s #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" O 0 a e ,>, 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. H .54 _.0E3 rCITOD C N 0 0 m— C---,,N N m LL U. N a;"'rn� _j U Lu w u_ LL a• 1 Q to M ul co = C'i� a a W o Ie BOO C @mC oN �y fi W � r• m m J O 2 E°'o) o 2 0 zN -j Q 7 NQC', O U 0 z ° ❑0oo W c9 z N O 0 00 N z o � a J M d co _ rNi cn z v a C1 � U V .o w O JL - .W W F o U m w m E O I _ d U 'o � • r_ C::,W Mza o - Zd J L.L ¢ wo g Z>o Q. 0 E V owz Q0 �® �� H O ¢ `j0 0 ¢ ° c O cD C N F ao ado Q ¢Z, Z L ::3 U) C Z� Y U Nm ro0 , 0 - Z Z (n J 4 W zm C0 aw 0< Zz 30 W Q 3 ER a wz QY =3 a0 NJ W V �w 0 ao c O 0 .y �M nL W 0 .� N rr a N .-. co _j C) o A l m -0 NT � �\ vl 00 z L CV = o � ,— 4 r� N o ca 3 N �; ,� Z z E O E cu f6 a o U 'D m Q p m JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. 6.0 v+ 3c 00 00 N v v x O J -LO 00 00 N v v n O J 00 O) / C a N v a H a E C N t� r CY) LO O 2 ti J S6 TYP @ 2 STORY V FT1 GE C D_ PQ N CJ5 r n CD rn w IDv H `t LL Imo— w LL CO3 Al 1" 1 1 FTF1 FTF1 r W 7 71 o D1 i 1� 1 W x FT8G ------ j 16 -- 115 -- — — — -- — — — — — — — — — — — — T N 0 m r` W - X a FTF7 CV 04 � LL 2 D2 CJ5 1 7 CJ3 1 D1 1 CJ1 �;\ r co to U U U �026 b J '\ S6 TYP @ 2 STORY YC� @ 24" O.C. -0 y�r UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 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 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 - 1 Old x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 -1Old x 1 1/2"& 8-1 Od H HTT4 3610 3105 50 ANCH. 1(18)10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 1Odx1-1/2" HTT5 5795 518" ANCH. /(26) 10d A-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. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 - 1 Old P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q 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 -1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 990 860 14 - 1 Old x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od 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 24-1 Old x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 - 1 Old SPT22 735 8 - 1 Old SP2 1010 605 1 12 - 1 Old SPT24 1090 12 - 10d HCP2 590 555 1 12-1 Od x 1 1/2" HHCP2 680 570 (20)1Od 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 / 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) (+ 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 HIP PLANING TRUSSES, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER INTERSECTIONS. SPLICING / 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-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 i 2 l REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS DETAILS STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS n_ 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN ' TRUSS BRG. 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" = V-0" MAIN FRAMING PLAN SCALE: %4"=V-0" I 1 L a � !�d/ZI/ gR0 e' "• v �61 7x= - U NO • OF 1 �r ,,•• O, �'' L ViQ�FSSIOt4P� 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. jj E. g 0 �E m P20) 8 N N FAv 000 CM tN00 LL CLd as W- '0 z W Y 0 W R 2 O O: m Q? W m O0C-j o C N - m LLIL Z O) N O K 0 N 2 N Q Z U� 2 0 � ❑OD❑ \ z N O - m � W NN Z o \ W(A J M d13 M — m 1 V W O o Q r.0 c E N TS �V ® r— o U ) ,,, � '— E o B C co Q o w M zz o s z a ;i E oo � <k z0 tN Q XO U 0 ¢ UO 0 K O E N L a p w p Q a Z w c C O o S U N m Oo oLL Z z ® Q W VJ Cn ¢ o� z Z az N� 23 JW �F o00 �h 81 a Ova = C)0 > ('7 ^L1 W C:) .' co .-. L.L co -� O 1..� O n' rr N Z O C) N r ui W r` CV M N o z E O _ CU _ JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. 7.0 X X M ` 2 2 y✓1q U > U o. � �: e :�, �: �: �: r7 CJ1A -3 EJ2 1 D CJ3A w B1 N m U CJ5A D D D A A D D 4 S5 EJ2 J1G TYP — G m ¢ LLI \ / m D \ o \/ �' r i D `... t CJ5AII CJ5A CJ3A CJ3A I CJ1A CJ1A P 2 2 0 �02 D C�2 ROOF FRAMING PLAN SCALE: %4"=1'-0,1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 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 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. l(18) 10dx1 -1 /2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1l2" HTT5 5795 5/8" ANCH. /(26)10d x1-1l2 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/$" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7!8" DIA. BOLTS M HD7B * 6645 5650 7l8" ANCH. 3/4" 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 31/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q 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 1/2" MTW12 1195 1005 14-10d x 1-112"LIL S MT516 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1i2" T MT520 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 wl USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-114" 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" HTW20 1530 1285 24-10d x 1 1/2" SPi 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d 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 / 360 FLOOR = L 1480 W! 3I8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 d� 7o the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flo GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a Coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB/1T 8F321B/1T FORM & GROUT SOLID 777+ >. (V Q 9 .= W O #5 BAR CONT. 8F12-1 B/1 T o V' LINTEL DETAIL SCALE = N.T.S. F E €€ [ I E IM F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @BOTTOM OF LINTEL CAVITY J IL 8-16- B/1T L" Z r � tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c� precast;intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR MIN. ATTOP (1) REQ'D -112" ALTERNATE POWERS LEAR .M.U. STEEL LINTEL #5 REBAR AT TOP GROUT MIN. (1) REQ'D ° 4 1-1/2" CLEAR D J Q 5 REBAR AT = — w w BOTTOM OF rn z w — w w O U, d LINTEL CAVITY Ld TTOM cc Z REINFORCING PROVIDED IN LINTEL cr ¢ ¢ C7 Z '— d w to D D Q =' 3 No #5 REBAR AT BOTTO �, L )TH (VARIES) 0)) Ln 0 a Q° �° AS INDICATED 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 4'-6" LL O _L L L L T-4" LL O MIN. LINTEL PLAN SCALE: %4'=V-0" ra+a���►�`t��tr�iiEF ,,e vi,'jJ VVIV d w`at SE c. ' G C) 04 Ff•��1'rei�tH tttt'1ti1s���. To the best of the Engineer's knowledge, information and belief, the structural plans and specfications 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 F Q 9 `° 00 0000 N �p oppp ��•• O O O N 4 k k N N N U U_ W # G W nth �' W W LL U_ a co U7 C" W coO Z > -0 U) 0 0: W �a)O Q'0O0 moNCO mg¢� lu Z Z LL (nEarn o a N Q M Z U< 0 5 0 Z 3 ❑❑❑❑ W z N o � o �_ ¢N "Q z Q M d N � v Z � c 4 y l1i w r— c E N ® U `o wv f— o� $ I = a . C� o • Q CD CD M z ¢ W Z Q U_ E o y5 zo � Z>Zm 4N Q. O w z Z ® oa FN 0. Mo 2,-, 00 00 OE N N t o ¢o ao az W� r6 cj C _ C Z UY U nm m� F o oW Z F >Z co J ¢ vi (y U� zo � 0 1 2 N W Ur- a•LL r� w 699 Fr10 C:)aM co L o ZQ o U� C C:)O �M L O .>CD CCU N �-� _J C70 'O^^ m *W 00 Z r LO W N = O � N •— ai r � CV)04 o N (n Z Z E O E 0 .a hi a c0 ¢ o JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. 8.0 11 1111 IppO'G III II L I , .I III III I 1 11 1 1 1 1 1 1 Ue!111111 111 Illlnll!IIEg, I 1 _ .1 - -- '. 1.I] r • III. juK+9j 1111 1, 1 1.: , 171, 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 IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308,4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 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/rMS 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 TOPCHORD: 7PSF BOTTOM CHORD: 10PSF 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 L1480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 �„ 1) 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 WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND T' AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- 1 INTERNAL PRESSURE COEFFICIENT= 0.8 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALLSTEM 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4, THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V = 140 MPH) 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR SUCH APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. ISBOARD IS TO BE USED IN LACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BYTHE CONSTRUCTION. 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 18� FASTENING SHOULD BE TYPE "W" 1q„ DRYWALL SCREWS AT 12rr O.C. FOR CEILINGS AND 1)/ SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy= 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / CONFORM TO: Fy 33K-87. ITH G90 4.5.2. SHEET METALCOATING ACCESSORIES SHALLACCORDANCE NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. A52 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO LFASTENERSANDTIE 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 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 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6, 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigationisprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete ouerpo and mortar along the foundation perimeter must be removed be ore extenor soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. Cz v v v RJL- ae�,;�t�kP1#fP�dFE�p! o°EreSF° f� fI b F .+ CJ \` 0 ' pF'�.ds �Z^a rr: I chi •s�9_ . � �f Fr`��f�ffe4+']�eietlti�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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q 8 a�pp coo� s N LoN N N a LL M LL W Qi � u ° 0. 0 CIL aUaj 0� D: -2 9 W. °m o W IL 2 E T �oa0 0).9- R p W 2 Z N o NQc'�Z U OF Z d ❑❑❑❑ W v- cl) Z N O O p z� z o ¢ s' J M 0_ N V) M o � � ll 1 r' (tj •0 Y ri, a 0 o V) v1 12 w F- La, o =) ® U m w E s O $ I z1 f•. C) . T o ® 0 ¢ � o o co w z coo Z Q LL Ep o �R iz 0 �1 a= ?® °, t W - E 0 R o 6F o o 0 o¢ N 0 < o �z • � U U o o o' in O 8. Q W s Z N y 0 3 ?� U 23 a �o z aw. c=)O J< ¢u� a0 v z�< 8 c o 0 .N nL' W .> 0 N (0 0 Q C m 1%_i 00) 1-� .� Z r LO 00 W N T o CD T N M N ILO z co Z E occ a E U _j Q p JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. SN 3 Q 00 N Iv 0 0 J .LO ao 1 4 00 N w 0 J M 00 t rn iu 3 rn 59 0 a E E 0 Z `v C C 5 r' CORNER OF HOME GARAGE SIDE r w J m ROOF DIAPHRAGM NAILING SCHEDULE Rinr;F i INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + '-0" (TYP.) + + + + + + +++ + + + + + + +++ + 4 + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + <D + + + + + + + + + + + + + + + ++ +++ ++++++++ + Cl 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: 1* FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER, IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap ° 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVINGy" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 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 5'-0" STUB -OUT FOR GAS METER 0 (V H C G O 0 O 0 - � o 1'-0" L o01 .1 ' o `n �j v O S • 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" Q.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS „ " " 2 X 12 @ 16 O.C. ,r 19-3 (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" Q.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'4" (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 Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK F BOND BEAM w STD. 90° CONT. #5 BAR CON�T. #5 I HOOK �(�� BAR SIMPS( w/(22)' NAILS 1 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION I TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. Clinch nails when possible Q 77 Tight fit � 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate BC" 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 1 5-16d 5-16d 16" 1 6-16d 6-16d - Hangers with side nailing, - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �— blocking and wall or beam below." Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration.— • . • , :.1 . 6,A 1%" ROUND HOLE MAY —� ^ 6" 6"^ A CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN NOTES: DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 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. 1 z" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPS( w/ (22) ' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION 111nL 1� Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. '--,.Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ° SEE PLAN FOR---' FOUNDATION INFO 4 4' STEM FOUNDATION GRADE REINF. SEE PLAN L`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. JOA LOCATION OF SECOND H10A SIMPSON (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE nlnr \ /r-r %-rI A 1 'T11 Inl 1 r-k 1r\ TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION q 4 4 ° 4 _ .. i a'4 4 .4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE a' 4 d 4 ° °. ° 4v G d R �_ d —III ° 4 SEE FND. PLN. SIZE & REINF. 0 � C _J a <0�� U U� 'Cr s ,� •,• 6- LC) o I�OFESSt0�!`��� IItitt9 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. H Q E clo w r-_ m Or N # A CD C,NCN N *k co LL O O m Zo N LL .} •7 r ll.. LL 0. n. Q LJL N M LLl , to =) W 3 a wa 0 0 z 6rnO QL r0 2 r m m O❑ W N co 0 2ETco �❑°`�°z IL Z N1%Cn M co Q 5 _ MZ U 0 z J ° ° ❑❑❑❑ W Ina z o � cC J M a 0 zC1N C9 � Cl� Y w a a Q) 0 Ln r- Wtn ° f:!f o � o � ® U m W c e e o =� = s I'' U o N c u) ° ia040 0 W Mz o z a LL. ,cd-z E O E Qo ¢s z® U ¢z wi H f6 O E Ro U Ka a o oo oa ¢ z C:)°dz N Ko dz w� L � ❑ ¢ U of m o o zl N_ o LL zl; a z W ao �� g q S� �o �w 0¢ R a= o U3; c C)0 > (� �L1 \W O ./ ly N co a) Co � 00 z r LO 00 N = O 2;•� CD N •— NM o z m z : O E � n a U Q p c JOB NO : 19-8531 SCALE : AS NOTED SHEET NO. SN 1 a N a=i 0 9 LID - M oo I U� a 0 N co 0 J LIM it Cn _ a N 0 a E o x 0 i N ti FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL (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. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE 'IS" MORTAR ARCHITECTURAL FINISH 1X2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH., BELOW GRADE -v D bo 6 MIL VAPOR BARRIER ; 9 D N T COMP. SOIL. a (COMPACTED TO 95% — II MODIFIED PROCTOR I I T—T— I T71 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS---x BLOCK WALL BEYOND 14 %O.H.D. RECESS •M S� ��;-`•• �—III—I•Ir�' d ' 41' - SEE A/S3 OR XS6 —'-'! 11 11 ITI i I I I i FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �j3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D . m a P —I II I11� Ilf I l A (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH "' a nk, I I) I I —I iT—TT� r 8,. TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 2x S.P.F. STUDS .@ 16" O.C. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x STUD 8'" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL It 5/8"x6" "J" BOLTS BOLT I IA @ 24" O.C. VERT, OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY f 2x P.T. PLATE ASSUMED FINISHED ` GRADE ° ° 00 D p P ° o i—III—III—III—III—III � o D ° ° III=1 I —III —III —III —III- Z I=1I1—III=III=III—III=1I M g ° III—III—III—III=III—III Cv —i t—i 1—iil —i FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° GRADE co • =(1) #5 REBAR w/ OPT. 11T— —I fT 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT r M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 7/17 _V)_ II II II 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS _ INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"'x3/16" PLATE WASHER (TYP.) X ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" D.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 211- z �31/2" MIN. ELEV. -0"-31/2" oo TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH —� EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X, @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �31/2"MIN. 1/2"(min.)- 4" (2)#5CONT. � 4" T rlr—fr1—�f• r�r—•� 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP " SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" PGS' _10 �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS f2x P.T. BOTTOM PLATE \ I6x6W1.4xW1.4 WWF OR FIBERMESH \ b� 111=1 I W D ° / I I 31/2"(min.) 4" 'III= ° I III —II FIL =T I r—I — (2) #5 CONT. 4.c ' 1—�-4, ITS rr rrr8;� U.N.O. MIN. TYPICAL BEARING WALL a" STEP 2x STUDS @ 16" O/C 1/2"(min.)- 4" (2)#5CONT. � 4" T rlr—fr1—�f• r�r—•� 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP " SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" PGS' _10 �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS f2x P.T. BOTTOM PLATE \ I6x6W1.4xW1.4 WWF OR FIBERMESH \ b� 111=1 I W D ° / I I 31/2"(min.) 4" 'III= ° I III —II FIL =T I r—I — (2) #5 CONT. 4.c ' 1—�-4, ITS rr rrr8;� U.N.O. MIN. TYPICAL BEARING WALL a" STEP 2x STUDS @ 16" O/C \ �00M INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /" \ APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20"MIN. LAP (24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR N D ° ° #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks1 D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] V) — A P 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIERwril °° #5 REINFORCING BAR R 17/8'ILI° r 05 1 AP .RPI IC;F COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 4'" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB Ol r J CONT, BEAD SEALA- Y r °., < A ¢ INTERIOR A. d . -31 �2,1� •• i r : . e.. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE 50 c _ Wit• _ — N II= co 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT T 6x6W1.4xW1.4 C WWF OR FIBERMESH I Cl) SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM LLUJ LU w END OF 2" x PLATE 0 P U ' IIIri 11—m (2) #5 CONT. =1 I . I I ON 3" CHAIRS 8" TYP CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". •1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. -5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR_ 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH T rr --•_ —`Il I ICI =1 I 4 8" ( •) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. • % SEE PLAN FOR CONNECTION INFO =� ° M 4 . TOP OF BEAM &LAYOUT DESIGN ° ° — — _ � �I � r (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL. _ — — — —4 °'. °. - ° a �=,1 —I! �� : °rr1 r � M BEAM SIZE & �y, r ' I E 4 CONNECTION INFO ° 8 M J w w ABU66 SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL :• W/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD _� SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN M M W/ MIN. (2) #5 VERTICALS oo GRADE a ° FILLED SOLID (SEE PLAN FOR = I =1 I 1=1= a SIZE AND REINFORCEMENT) (3L i ;III --III ° ° z w o I —III —I I= I —III —III w 1= a w 11=III I 11=III= 1= /BRICK PAVERS or SLAB PER LL1 z 0 o �' v -III-1 ! Q • °_' z / COMMUNITY SPECS " — — — — — — — ¢ 0-0 FIN. FLR.f �i�i✓i: p piii i i i I —I —I—III—I I —III I —III—III FOOTING I I I I 1—I 11=1 11=1 I I —I I I I I=1 11=III- 0 1-1 I I=III-111=1 I 1-1 11=1 I I—' BEYOND PAD REINFORCEMENT =1 I—III—i (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T•S. S3 ER—I O C - o c� r� tF�>>;1galQEitt� *JJ �. _ it W Rom •• N < ttl!!i8 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. O _ 8� #o IJW NW� cWi Ifi O O "NN JD �Rn O N 0 gLLN 1! a Wa N a Cn 6 c" : L w vi m a wa w 0 T. CIL Y OF E�o w M O h mCID °o M LL ._@. J L K 2 Z a N 0 N ¢ cn Z U Z d < ❑❑❑❑ W IEEE N o 2wz) looms z 2 N v1 � o Q) _ (fj y .yam U a Q O Dul w c E o. N o � v m Lu E2 e = o I 0 8 4 • u) , �® a o o co w M log o z a J E ¢ » O z® oa H Ro uo O E ao a L = do �Z$ O Y U m0 U LL Z _ _I V m n Q W z U1 3 S < 5 0 LL a �z o wLL ¢¢ rx (Xo cD ti d x 0 no > Co nL, W o .> cco N .-. J O Q 0 0) ) / CD a. m r%, 00 ■� Z T L � N 2 O O 0 N r M N 0 W � N N � Z Z E O E (D `a _ a U _j Q p JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. S3 a 00 N CD n 0 0 J _M 00 1 rn a 00 cV a v x O J LO 00 I rn i Q rn N a E 9 E 0 Iy 0 ti (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 1 SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN, EXTENSION FROM DOUBLE 2x TOP TOEEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM 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 PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 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 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)10d 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. TO DRAIN 4 EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. S4 7 5/8" 8" 7 518" 8" 7 5/8" 8" 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. SLI KNOCK -OUT NOTCH LINTEL WHERE REQUIRED % BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / a a o a a �a a e 8 STD.9d'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. ZO VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES Orr FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J Cr T- Uj T O 1 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. a H a _11 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. r2y� SFF �A0'� ,V 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —/ O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16, (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • 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. O� SIMPSON HTT4 TYP. OHO �R U.N.O. SEE N/S4 Fez HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z wl (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 E SPLICE NAILS TOTAL) EA. SIDE OF 48,, SPLICE STAGGERED . • • MAN SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS . ' 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS S �PSON SP4 LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 12 (TYP.) SEE ELEV. 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 SIM SON SP2 w/ (12)10d NAIL AT EACH STUD RUSS BOTTOM CHORD OR 2x4 rBLOCKINGW/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24' (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. rp MOISTURE BARRIER ROOF TRUSS SEE A/S3 FO R 7REINF, STAGGERED FROM BOT. UPLIFT CONNECTOR INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL S SIMPSON SP4 2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE E BEARING WOOD FRAME WALL � 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR Pl. 1.8E Fb=2400 PSI (AS PER PLANS) ° °° ° • HTT4 w/ (18)10d NAILS (3610#SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z wl (8)1/4" x 1 1l2"SDS (1835# SPF) ° e ° • HDU2-SDS2.5 w/ (6)1l4" x 21/2"SDS (2215#SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285#SPF) _ • HDU5-SDS2.5 wl (14)1/4" x 21/2"SDS (4065#SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665#SPF) • HDU11-SDS2.5 w/ (30)1l4" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & • NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T,R. MIN. 8" EMBEDMENT w/ WASHER &NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN, (2) PER BOTTOM PLATE) SIMPSON C SP4 Q / Q a 2X8 P.T. BOTTOM PLATE nD 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY "I K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED T STAGGERED TRANSOM FRAMING 0 o BEYOND. - - N -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c 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 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R SCALE: N.T.S. 0 1�2 • • t .0' N��� Ffttttt 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 engineer ng port ons of the drawing pages bearing Engineer's signature and seal. E Co°co ro 0 NCN e0{ ID-0 O O O m cp J J , y0j g u a LL a a � LL v;N LL Of Z . c, $ W 0: W a 0 0 9- mU m m N'ct z -E []_ ZNO OH JmomW < M z OU ZN ❑❑❑❑ W AiIIIIIIIIIIIIIIIIIN 0 z NIR _ o N — J (h d N _ M z 4J CD U_ f6 V � Y w n � a O N N w � C o 0 tsar, ® �„ m o S x� U o N C Q � o ° ®� 4m ti CD�w co0 Z U_ ;z E =o oo >m <R Z® 1= t— _ RU a- wx �UU 0 o� O E z o az U m2 o Z �w Zo U MEN fl U 3:<o Ii a w w �k o w�r w0 3 '0 z< a �3 0 CD y CM L `W 0 ./ C N co J C) Q v� CD 0—Ir n, m d. c 00 z 00 ._ C:)L0 N = C) r N ") N 0 W = O y ca CL O q p JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. S4 -o Q pn N v t1 O J _Lo 00 00 N 0 0 J 00 I rn tz a N a E 0 L C J SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)1Od x SHEATHING DETAIL 10d x 1 OK R EA. 2"x4",OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2j 16d NAILS OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE TOP CHORD @ 24 O.C. NAILING SCHEDULE FOR OU I LOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL SHEATHING DETAIL BLOCKING FOR : • �, FIRST FOUR ROWS OF 45' ± 24 MAX. TOP CORD BLOCKING 45'± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL 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) 1 Od @ 8'-0" O/C. EXTEND AT LEAST 90% OF ' MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d ' SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d J 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 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) � O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM @ 48" O.C. MOISTURE BARRIER „ „ „ „ 5/8 x 10 J BOLT @ 48 O.C. 5MOISTURE WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0� PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (2 1/4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J _ ON SHEET S5 FOR r r SEE STRUCTURAL X-BRACING, AND TOP T `" �' NOTES AND NAILING CHORD BLOCKING N _ °° SCHEDULE FOR INFORMATION °O `O SHEATHING DETAIL I'll ' 1/ 2"x4" CROSS BRACE WOOD TRUSSESAPPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING „ 1 1 2 1 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS `7�11� ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT � () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF (Z) 2 x 4' LAMINATIONS W/ (1) ROW (3) 2" x 4 LAMINATIONS W/ 1 ROW FI 48" (4)O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING 24" @ OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS 0 R i S STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE 4" MAX, ELEVATIONS) DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE FROM RIDGE FASTENED AT APPROX. 8" FROM EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT TOE NAILS @ EA. END EACH JOINT W/ (2) 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2 4 "T" ON TOP OF PANEL SIMPSON H1OA w/ (18) 10dx112"ATEA.� OUTLOOKER (2) 16d NAILS 72x4 OUTLOOKER 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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGA10KTw/ (4)1/4"x1 1/2" 2) 10dx3" 4" O/C SDS SCREWS TO TRUSS & (4)14'0" @ SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM4 DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 1 Od x 1 12" AT EA. 2x4 OUTLOOKER 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od OUTLOOKER F@ 24" O/C TOP CORD BLOCKING FOR WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) --�-- FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTENDvN AT LEAST 90% OF WEB LENGTH (SEE TABLE) x GABLE TRUSS z 1/2" CDX PLYWOOD OR 7/16" w (2)16d NAILS OSB SHEATHING ATTACHED BRACING w/(3) / (3)10d x 3" AT _r W/1Od NAILS @ 6 O.C. •. @ 24" O/C E ES AND 12" O.C. FIELD SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER JACK TRUSS 1/4"xi 1/2" SDS SCREWS TO SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" BOND BEAM CONNECTION I° TITEN TO CMU MASONRY WALL 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-1-LY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-/ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. a� COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION 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 8 SECTION g SCALE: N.T.S. S5 SCALE: N.T.S. SJ 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING ,ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES OCATIONS) j 1 Odx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2) 16d PER NAILS 12- MAX JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. ALTERNATE NON -DROP I I I GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 I°° e1a11. °, , 4. , F `11%, all- \� . 11 . ` aII° - 1� . °' 4 .` II "II..° ° II II. '--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. \ S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM i - BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. 55 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � I■ICI Ni 1 1111 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. a NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. 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 LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. VS5AS PER BCSI 1-13 SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 14'x1 1/2" SDS GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ollwrouw Jrz w/ k IL) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. y� �90� WX I CORNER JACK Y a U C W Z Cr 0 U HIP FRAMING REFERENCE PLAN SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACINGDETAIL 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 _ 7 I� 0 . lea c � ai• '� � �-. •. L 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 Engineers signature and seal. a 4k O O ami O O _N U_ u- C N 5-, aco W a ai a V% (6 M Lu 5 W Wu_ 25 �. W W O Z -arn°' 0W o _�9 °�°moo Wa0�m co 0° m� �o a0 7' LLW 0) 0 �"NQO�= N �4r>Z Z U ❑❑❑❑ W N O O z Q M d NLj mom Z v o 1 CD LL 1VJ' �V W O I` OW r-- c E N �cn 91 � a � u �— 2 E I i} p N • 12-,CD 0 Q o �0 o co w co co z¢ o Z J E =o Q O zm Q N Z® ICU F C) MO x U ai a= oa UO =O V O Q Wz N w o �¢o I?L ro C/3 U m� 0 o, Z q u� J m a Q W �z d 0 LL a yw W U � <o o� �k r� j z Y xl3 O IIIIIII� O v W h 501 1 ra ° 3 C O 0 .N > C'7 �L1 >W ." O M N M c'0 /Q i2 1��• C V T� Vi Z LO 00 = O 0 04 r N M N o co Z E °' m C co a E 0 _j N ¢ o C JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. S5 No i v N a`> a�i -�v 0 0 J _� ao I rn .� N O J I rn c i a rn N v a a 0 w 0 v 0 J t� rn N 0 N �: 0 0 d rn N 0 W 0 m -o 0 .— J (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:i2 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQU►REMENTS 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 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C SEE SOFFIT SHEET CEILING & 8" 0/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 i6" O.C. 2X S.P.F. STUDS w o = W/ (4) 16d TOENAILS TO TOP PLATE � � 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 3/8"'THICK EACH. 3RD 3/4"PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1/8"THICK, COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD �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 FO g R AN AREAS 1000 SQ. FT. OF FLOOR AREA &SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER r e.° 1 1/2"HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8' 0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL .� N M 6x6 W 1.4xW 1.4 WWF OR FIBEf 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLABI MIN. PSI MAY VARY PER ', MUNICIPALITY .' . d � : < ... ..e 7--�--i—' e a ' ' �a °. ,..a . 'd e _ a. • � °d ' � =1 LI=I I I=1 I • . —1=1 I I= I I=1 I I I I �` ��� �. �'.LI � III—,�� I1 I) I ° '��°• ..1j °: o .°. �—I �—III-1 I III ' - a aH _� I � ILIA I I --I I I I a. a STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN &NOTES) M v 4"x4" INSPECTION PORT AT � EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE /� NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE =INISH GRADE oc - � r I � � � . ,�� � r III, � .I I �=1 I I� —STD. 90 "HOOK (3) # 5 REBAR ON 3' CHAIR (SEE DETAIL) W/3"MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=1'-0" S6 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)10d 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. 1st 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)10d @ 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 N SCALE: N.T.S. SG 2ND FLOOR FRAMING -SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °Q SEE FRAMING WEEP SCREED o Cz_C T PLAN �� .�� � • INSTALLED PER MANUF. T C ~ � 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ 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"=1'-0" SG SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" ^ ^ 2"x BOT. PLATE PRE-ENGINEE FLOOR TRUS� FLOOR CONNECTION 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)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. ��� DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 5/8"DIA. x 10" "J" BOLT W/ 8" 3rd PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W! SIMPSON SP1 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— r �-� I I .' . a i l s I I I.rl I —III —I 1 �I I �I I I-- ' � (3) #5 CONT. ON 3" 8" � � 1 ! 8" I I � 8�� CHAIR W/ 3"MIN. - CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" SG ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING " REQUIRED SECTION x NOT FULL HEIGHT SHI {2)- 2x TOP PLATE BEYOND ROOF NAILING SCHEDULE 15/32" OS8 EXPOSUREI F F SHEATHING w SOLIp 2x � C BLOCKING @ALL C SHEATHING O � EDGES (SEE OPENING SECTION X•X dU C x �w x E t-- 2x STUDS w BEYOND. � SEE PLAN o O V1 I I I �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN SETWEENFLOOR WALL SHEATHING SYSTEM teini r rr r�inTrnr,r nrnnnnse 4 FT. 4 FT. O � O 2 5 FT. 4 FT. O O 0 5 FT. 4 FT. O2 O Q 1 �� 1 0 4 FT. 4 FT. � O O 0 4 FT. ROOF NAILING ZONE DIAGRAM 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 a z20NE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD Z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING � 4 SHANK NAILS) = NOTE: � ROOF SHEATHING: (APARATED EXPOSURE 1) U2"PLYWOOD a � w g (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 w LL�O� � � ¢ � 8 � SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH �r0 m F- O � m � � PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z � r- u- � STUD AND OR BLOCKING AT ALL EDGES. N W � � �- � t�i 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 3/4" S 1/2„ 112" ® I S 1/2" SINGLE NAIL EDGE SPACING DOUBLE N-AIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. Wl8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. Wl8d 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 OF SHEATHING SPLICES @HEADER -NAIL SHEATHING TO HEADER W/ Sd COMMON NAILS @ 4" O.C. t� (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" • 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. STAGGERED C WALL SHEATHING INSTALL, VERTICAL BLOr'KIN(; S6 &NAILING SCHED. SECTIONX-X ST�'�N FFp��� 2-ROWS 12d NAILS . STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS Zx CRIPPLES @ Z'x10" OR GRA TEROHEADER 16" O.C. W/ (2)12d TOENAILS T1B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4' INTERIOR HEADER: 10d NAILS @ 8" 0/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 112" EACH SIDE o N�FR,OR N� 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 � WWF OR FIBERMESH C �� .�a '.•d °.. e a .� .. d ° 'a. iV �.° ,' -1 I I�I � I_I I I_I I ° ° ° M -i � I -`III -I I I 9 a• ,�© L�1sJ HEADER SUPPORT N0.OF JACKS &STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) (2) 1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATH►NG NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/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 SPi w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE � I— ar (3) # 5 REBAR ON 3" CHAIR -�I 4° l 1'-8" W/3"MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 0 T �t '� lul a �� � A l l4 �'f�°iy���,% � .�����i� `� � � �� �� 0� ✓ N -" c'p� (✓I �l W �� �,� i �� � �; �'` °, � ca ��'� �' i�' �.. � `W 4 ��'�'�'ifr� G F 10 E S S � `� �� fQr�rsiacot� �� 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 engineedng portions of the drawing pages bearing Engineer's signature and seal. W "� � �� � ���• a AM J -� N ~ � � � LL LL N .�.M��'nO J � W W •��� r`� ao- iii Q 2 � t/i M S W fn � > CI LL 25 °- a � Y Z ate°? �� �� � I m o m m� o W Z �E°'O' �o a� ��N � QO �Q_Q N Q M Z U H � g t ° � ❑❑❑❑ W M z N o _ � � � � QQN z � Q /1j `! Q � o _ M I N z o �� � �, Y rl, o a a o W l/1 � o �N � � �- � U 00 u, �- � E 0 8 I _� _ U � `I c �' � � o rn _ �� 0 o w M h � o Z � � zo �� >m �� Q o� w ? ?® O a UO C6 I— � �a R c"i p v O E N � � �� ° <o <o o� aZ �� � - � � �� Nm mo z� N 'J a <w � z to O. � e° � < LL a O �w ci'' Qo FL o tiz aF =3 �F To � � z�a a x o 3 0 .` > ('� ^L' W � .� � � CV --J � ,�•. o f� ^, m (-� W W � .�, � � z o Liz 00 N � O o � r �' M N t\ o z Z � O N E' `m = a U � Q p °� JOB NO : 19-8531 SCALE : AS NOTED SHEET NO. S6 ;� r � •tl 4 ... J -� 'i u... - Q N Of 0 0 J _Lo of rn 00 N 0 J NM 00 I rn rn rn N v a N 0 C N N 17 P SCALE: 2' = 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. VVMLL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN j" 1� AND 4" GAP TOP AND BOTTOM, GLUED AND 7-77 NAILED TO STRINGER 2x4 BEHIND RISER v BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL X4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP ROVIDE MOISTURE PROTECTION LAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/J" X2x4 PT AND NATOD HE P INTO OOR WRIH GLUE FOR STRAP TAPCONS @ MAX. 32" O.C. (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS ix4 GLUED AND / \ OF STAIR TO CONC. W/ I" X \ NAILED TO STRINGER / 2 4' TAPCONS @MAX. 32" O.C. / (IEW "A" SCALE: 1" = 1'-0" 7 I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" NGER aLUED NAILED ITI SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H 2x4 SYP BLOCKING AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED FOR STRAP BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO (SIMPSON MTS12 w/ NAILED TO STRINGER FRAMING (114)4)10d d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILE 2x 2x DRAFTS P DRAFT S P 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 72X8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT 1x GLUED AND NAILED TO STRINGER POINTS E 1x4 GLUED AND NAILED TO STRINGER POINTS —� B FOR DRYWALL SPACING FOR DRYWALL SPACING H SECTION VIEW SCALE: �, = 1'-0" SECTION VIEW "B" SCALE: 1" = V-0" ___FALIGN THIS STUD WITH FACE OF 2nd RISER ____1 2x4 SYP BLOCKING f/ FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" E SECTION VIEW SCALE: �, = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOOE ON DECK --2x8 SYP GLI AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 DRYWALL STOP NOT SHOWN TOP OF STRINGER TREAD--�, 1x4 GLUED AND NAILED TO STRINGER -2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G —2x4 BLOCKING FOR 2x12 SIMPSON A35 -{- 2x4 PT UNDER 2x12 OR LSC EACH STRINGER—` OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR GIRDER, FIELD VERIFY i (2) LAYER t" 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" F SECTION VIEW SCALE: 4" = 1'-0" CONN. TO BOTTi OF NEWEL POST PER CONTRACT, F-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT _TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW .L POST LET 'LOCK IDE <I NG 2X8 BLOCKING FOR NEWEL PO TO ANCHOR TO. (GLUED AND NAI FLOOR TRUSSES JOINT -TO )ISTS) 2X B CKING H 2X STRING R O PSON NITS 2 w/ 10d x 1 1/2" NAILS 3 D OR 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = V-0" ECTION VIEW "H" SCALE: 1" = V-0" v go VV/v a � •" � � %0 `� '�' kti' L� ,� •��r a-'• 41O P 014' r�. °'�r��tl�ttl�tti!`ON E 5 x To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. pp� M N ib W LL u J •7�N"6 LL d 2 Q tL M W j >�L3 awa WY C�E m �13 W � 9 m ° C N 2 E T M _j o a n L0: ILZ O Z9 N O< 0 5 Q2' NQMQ ai �2 U ❑❑❑❑ W v V '-^ M M Z N O �N v J O d N U) Cn n' Z v = 0 o it Ewa U C/i Y � O G E �V)_0 o U 0° m w rn o x. c U) d o sm o w M M z o z U_ � ¢ zo ¢N z® O W V E F— rO wo <. x S O Q °w r 0 o 0 K O E N az �o o dZ ¢J .O U) y O LL z CO N o W7� <w iN ow o zz g° W wa o z w �F �o O Z�¢ aF ° •° O ^L' W C:) .� CD cco N .-. O L.L o 00 ._ Z o LO coo 2 O r M N o Z f6 Z 3 Ecc to N c a U Q p JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. ST v 00 N L 0 J L0 00 I .2-3 a 00 CV L iY Q x C 0 J I Cn L -o i 3 tz 2 N v a E H N E Lo i N 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL MAX. UNACCEPTABLE INSTALLTION $ , DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS 2"xBOT. 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 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING � " FURRING #5 REBAR P') AND NAILED W/ 8d COMMON @ 6" Q.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2X8 (n BLOCK@ SPACING �� 1 DETAIL 1x8 P.T. FROM EACH END col MIN. O.C. 2-ROWS INTO 2 EDGE DIST. ATTACH 1X8 `STD, 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL FILL SOLID STD. 90^ ` 90° HOOK (TYP.) TOP & CHORD, AND 8 @ ( ) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH S HOOK (TYP.) NAILS 10 FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT �17 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 LAP SHEATHING TO DOOR JAMB REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3116" ` BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" ROWS 3/16" x O.C. & 4" FROM EACH 1x4 40 — T O.C.& TAPCON @ 16" .C. & END w/ MIN. 2" EDGE DIST. FURRING 46, NbTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' ±2" w! (4) 1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL +5n NOTCH WEB AT THE ' FIRST 2 COURSES ` L AP HI BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 11, SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A"A =1610 # FOR 2 STRAPS ,,,-FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID wrGRouT � 2'-0"71 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE = a ' BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" �• �. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. ! '. • '•,"t' � ''''•'� (NOTCH) SCRIBE NOTCH FACE OF ARCH W/ (3)10d NAILS r y OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL .' ;'• •'. •'.'.. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-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 X 4'/�' 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 (2)10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. USE (1) SIMPSON 1!2 HD TITEN (CENTERED) w/ k 0 VF TO TRUSS TOP CHORD Ry,�N _@ MIN. 4" EMBEDMENT AT 16" O.C. + �F NGTy 111' 11-0-0 51 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED 4� _ D° EMBEDMENT INTO K.) /4" MAX PER NAILING SCHEDULE ALL TO SUPPORT ° t o D D. #5 BAR 4 r m r 2 -0 8 + TRUSS + SOFFIT D. .. D p ° 10 BLOCK HEADER — SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON () + p ° D ° CENTERED W/ 2 H 1 X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 8d NAILS( } EACH TRUSS r � � IN TOP o D ° D � KNOCKOUT / cat _ CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ s' s CONNECTOR — p MONO FOOTING x (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL ° AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT TO BE INSTALLED 000, LZI BUILT UP PLWD. BUCK 4'-0" MAX SEE PLAN PRECAST LINTEL ° ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ; 96 HOOK 04 #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. e o• 0�. �. O 0e-a• 0 Q p. '9�. • a ANCHOR INTO ARCH BLKG. rK FOOTING SIZE AND PER INSTALLATION DETAILSSTEMWALL B-13 ARCH DETAIL SECTION �7a ENTRY rL SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. is� SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING 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 CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL, SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT4 x 1 S2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION NAIL - 1/2" NAILS STUDS & U S & (1) E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS L O 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 w/ SIMPSON a 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 & ` `. FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP ' 3" MIN. EDGE DISTANCE u- LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE :.. ° p 2 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n PIFD w a A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT i I I I I ITr111 IP II ¢ 1 Q pD "— #5x6' EMBEDDED INTO * v PRESS PANEL REINFORCING INTO PLACE. 6"MIN. LAP SPLICE W/ D — p 114 � � EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINF RCIN PANEL 0 G — I a = rn U FILLED CELL SMOOTH. D N FURROW. SMOG 0 0 DRILL 3/4rx5r MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP " GRADE D. D r1 11 C `. SET BAR IN EPDXY. . O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS NOTE: SEE GLASS BLOCK INSTALLATION NOTES. M z_ \ r D 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 \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. i SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH-, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. a s L� /... 0 FU_L__� ?,01 1v S� ;SE • �.� z L °�F R e `Cj4' (� U rcb •. °•., iF 1. •• 4u �frffft[114lt1btiL! 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. W E !- Q _00 OOO CD N c0 �p N 9L M N N C LL. LL N M �? M a U, vi ai LL w a wa W =p Y Z Wuo04CO UCn0" o 0Of O0Q O mg ca W IL 2 Earn _j 0 a 2 Z d N o N Zz t7Z 4 0 5 U P _1CL W ° v ❑❑❑❑ z N O � N z � � Q � tj M :2 AV) LL _ .0 C _U Y UW p d Ul — W E 02 U m W O 8 �I�... • �0 U o c W < o �W Cr) M ¢2 zos z � CL E o V zo w0 g r� <� <R oa N '.o 00 o -A � U < = o 0 O < Ww � W, L ra n C:SE � U m , o Z C: J Nm n h <w gy �w Jo U aZ U �'0o a NW =� r�= 0o o. ¢Y =3 �0 C.0 F ao �00 n� W O •> = `—° C:) / U ai 00 z o Lid CV o M N cf) N o Z z E O N C Co a U Q p D JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. SS a N -0 0 f` 0 J _Ln 00 t a� a rn 00 N O LO 00 1.2 0 rn a Cn z C /yy Q� c� CROSS BRACING DETAIL (TYP.), SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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. DB­41 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YYI L - IVU `W Ll lI IIAV YYL✓ 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 BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE . CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -Z—WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS T T SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. AA TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING r SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES IT 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2X4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL p MIN. 2X4 #2 SYP P.T. PLATE ° W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 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 ')IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 1OOF PLAN FOR MOI VFO (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN • • - - • - �:�1,� TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE:NTS L.SEE PLAN L. FOR CANT. COLUMN SIZE & BASE L-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON B SC EDU E/PLANM OPTION S CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT (A� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER d PSEE LAN FOR FOUNDATION ENNFO0 5" �X COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION r22 SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. ju• GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER `CENTER OF POST MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. MASONRY WALL BELOW: SIMPSON a HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN '<. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHEDI SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 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 rg 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/—� L (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 rLIL- OWN S 'Lr � !r� •ice 1°ttl!lllilt� � 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. W d' O 5 FALLNn 000Mco� coo 'o O .2 M -Ion JW _ .W!a�aW It- 0 a w a->C'u: a W0 Z 0 aU)a 0 W -2 o m 0 Wm 0 m 0 r- m Z Earn o a rn :9 Z' cli WOv ❑��❑ M z N O — 0� QNQ z O Q Q v J M d. N N — M Z (D o N _ LL (� VJ y w o � a O to W � C E �Ln _ 0 o U 00 w �+ r— m E U o ; � C d Q • _0 °� c o W M o Z U_ E zo o W � >m CL E 8 _® oa W0 O E a4 o � o 0 OZ as N i �o �O ¢, m2 (6 � _ o U F O 2w Z Z Cn J rnm <b Q W 2Z wZ H aO F <o NQ qY =�y Ijo�I a�?Fo¢z 0 O T W CD '> N r*__ C N O i (0LL ^ A 1 m o I� 00 00 rn r .� z rLO O N = CD r r ai � CM N o z z Ecc O N n GO, c a E U 0 :3 Q p JOB NO: 19-8531 SCALE: AS NOTED SHEET NO. D 1 00 N C) 0 J N ca 0 E 0 x r (1) SIMPSON LSTA30 w/ (22) (2) 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CANNOT BE INSTALLED / SEE LAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION.TRUSS. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO Q 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 0 FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OFGSILL.MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE FEET. EXTERIOR HEADERS . 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING 0 THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM)WX 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 SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN T OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE 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 BLOCKING WALL 2x CRIPPLE AT EA. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD 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/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM �° 8,�°'c' SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4 TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL E - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN.__@ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD 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 CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILS O CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" 2 - 2 x 4 SPF C SIMPSON CS16 W/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 112" (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/ 2210d _ NAILS TO STUDS ABOVE & (1 i) 10d NAILS BENT OVER TOP (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER a G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN UE 5/8" A.B. 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDEXTERIOR AB HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD 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 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING 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.C10d 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 W/ (2) 12d TOENAILS (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL 24" O.C. ) @ EWALL OR BEAM WALL AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER • 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" IS SEE 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 LK 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. G 16d NAILS & 5/8" BOX HEADER EXTERIOR HEADERS SEE PLAN E F TYP 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" I FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT o.'.o. o.�o a`o o•°u PROVIDE BLOCKING g" SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS - o o TOP AND SIMPSON SP1 w/ (10) 10d NAILS BASE NOT REQ'D TO HAVE CONNECTIONS. • ° �'•. ' � *PROVIDID E (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 PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR WALLS HEADER CONN. aC� 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. aC� GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ° ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 wl 6 10d x 1 1/2" USE SP6 FOR () 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS 2 2X SPF TOP PLATE O MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/C 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. qT 02 �4cY'k 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 T TOP SPLICE MAN Op (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 (1) 2x SILL PLATE W/ (2) 12d TOENAILS, OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE , ALT. HEADER ANCHOR IS THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON GREATER LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 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 NAILED TO STUD PACK / FLOOR DECK FLOOR DECK @302x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. = AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG.TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �a SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. � r a O [tom 4 W J �� Off. s U �o •••' a 1=1..D•'• 0FESSx�` \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 - Residenfial 6th Edit on. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F c V U N ,0 o� s�� 8 9# # O O p7 N OR N ^ m LL LL Q U a Mrn N J vt W -j Lt 'J a a V M W C6 K aWOmLL sS113 y_ W'F ��r3 o 0�ao . WE IL io NQv rn W ❑❑❑❑ z � ^QO' z o z d vgroom J M LZ O U) N o 4.J LLj U o a Ow LO Ul 12 cL- E ■ U w I co Q o C:,w M C7 z ¢ Z Z J LL o _ o 0 0 rm Zo :i E v 4= �® w0 F n3 x 00 o O N ao ¢ 0 o ao az �� .O n, W a =Y Nm m0 o Z� J �a <w �m og go a U <C, =� 3 O JW < F 2 > O v < z'a x � 3 °O >M ^L, W O ,> c co -� O UO Cy) . _ Z r- U")W /00 N O � C) C '- M N M N o Z z O N r, 0 c a U _j ¢ p = JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. D 2 .'III I "I! I1'.ml if' II I11111 II _. I I I I I I L 1 II II a n+ q!r I I Un Mi 00 00 N Ir c v x 0 CD 0 J L co -v 0 CV 0 J ^' ^ "" WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rv-�anu�� ru-.arnrvu SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 1'4" PER PLAN V-0" PER PLAN 8" CMU ' a 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT a d SLOPED MUD BED a VINYL SHOWER PAN SLOPE ° a ° d C� SHOWER SEAT 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 AM WEATHER RESISTIVE BARRIER �- DOOR ROUGH OPENING - 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR 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 WP02) q SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF-ADHER 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER LU Lu PLASTER STOP _ U) CONTINUOUS BACKER w ROD & SEALANT w U = w H M w �° A U) RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING 8 2 50 O �O STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER (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 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 r (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) MEN d SOFFIT/CANTILEVER o1w 0 SELF -ADHERED FLASHING INSIDE CORNER �Groundl-+� Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB l BOND BREAK WRB -SF LATH II ER STOP A NUOUS BACKER ROD -ANT VTITIOUS FINISH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #�in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster Cement Plaster over block 1 st floor in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2 Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 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W P b W Cn Fu (D �I �1/ U 0� ^L, C W Q O O ggam U (C5 co L_ 0 C O LL .N O R �C Co '4-^ .� VJ Mounting unting Brackets ('10 G ga W (Maybe cut t1 W z see�pow h idle RightBaraiket 1'6Garuge) O sons �. 1(" CMi A3a i(t: O U #14,Seg-Drilling Cdr4M5 I l8'� k(: UNt , Edgy HUrrt(Zr� Strad N (TVPiCak 31n f my ta�hers co Self-i ir�g Nuts gut to W) L 13mt3cet(i uge) #1 eIt-Dr111n9 r Thru rac & � �'- 8atk Crots Support in A/C Unit 8 rn- Side s.- P ' � each�si for hurl icana use) CC1 I f � d I w �!� raxta�infmnaJ FF aer,� with =" Hex sr_sY Ate- Z Z .. a limn � Q J SHEET NO. PA 1.0 tt �y b � '':. *:3«,"" ' �` � 5..w� A3 FL17244 R2 ESR-3455 A23 FL90446 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 RS 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 HUC0410 FL11468 R4 SIM200804 HGA10 FL17699 R1 Evaluation Report HGAIOKT FL11470 R4 SIM200803 HGAM10 FL17699 R1 Evaluation Report HGAMIOKT 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 HT520 FL10456 R4 ESR-2613 HTW24 FL17244 R2 ESR-3455 HTS24 FL10456 R4 ESR-2613 HTVV30 FL17244 R2 ESR-3455 HTS30 FL10456 R4 ESR-2613 HTVVM16 FL6223 R4 Evaluation Report HTSM16 FL11473 R4 SIM200802 HTWM20 FL6223 R4 Evaluation Report HTSM20 FL11473 R4 SIM20D802 HUGT2 FL6223 R4 Evaluation Report HGT2 FL10456 R4 ESR-2613 HUGT3 FL6223 R4 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) October 11, 201 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1, EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +87.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL204g1.g +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2pg81.g +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-87.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +87.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0l-30.0 psf Clopay Building Products Residential WndCode Doors W6 (8X7) FL15279.85 +38.0l-42.0 psf Clopay Building Products Residential WndCode Doors VUF (18X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Wndows and Doors Series 185 FL17499.2 +50.0/-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 Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Wndows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Po9e 1 or 12/12I2016 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fege3 of 6 12/112018 Florida DapaMertt Business & Professbtal ulsilon Build Codes and Standards Product Approval Application DdWl Umnole Regulation FloridaFior�a Dena Build) g Coles and Standards Product Approval Application Dsv)I m2ofe Cn f4 O V/ 0 U L L Q � O Ill = CoT"! Sr9.t4 Eryety or Diu 211 Data Pandina am LMI Version Nanuradturer gg0(gg( Englxer&Lleenee `Validated By vend.tea Submitted FBC A,,-,[ Aggro-c! Status 29A 2& 19 Data Pending M( Tvs�• Version Manufacturer Contact EnginearB Lleenee Velidetad By Validated Submitted FSC Aoorovel Aooroved status Revision 2017 FiA2046Y.rr2 " )k 1 Therma-Tru Corporation Category: Edetldr Doors SubCwNory: SYAnging Exterior. Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Architect or a Ueansed Florida Professional Engineer licex.: PrgduC Model. Number err Nmnn a. Therma-Tru Flber-Classic and Smooth -Star . Th.M.'rruFloar-Chasilc and sin.wh4l.r Rick Wd9h1 Lyndon F. Schmidt, P.E. Ryan J. 10ng, P.E. (419)2WI740 PE-43409 (813)761.M dckw�nwbldgconsulards. com 0ualav Assu P duct Descno[lon yomraet Esolntlon Dab Nominal Sedg9;8 &quot;NorFlmpacI&quot; Opaque 12/312020 Composite. Edge Fiberglass Single Dow (Inswing/Oulswing; X configuration) Nominal 8M9;0 &qu on:lmpac &quol; Opaque 12f3112020 10'152017 07/122017 Approved nor use Aooroved In HVHZ Outside Na No 10/162017 12/122017 _ for Us, gpgggt HVHZ Resistant Yes No Yes Approved - Deelan Pressure WA WA Revision 2017 ".fL4204814R9Pmrareta'.FIL111112211114114 Seat 1 T1lerma-Tru Corporation Category: Ederlor Doom SubCategcry: SWnging lEdarla Door Assemblies Compliance Method: Evaluation Report from a Flodda Registered Architect or a Licensed Florida Professional Engineer PratluctMedal. Numbaror Name e. Thenna-Tru FlberClasslc and Smooth-Slar Rick Wright Lyndon F SchmMl, P.E. Ryan J. King, P.E. (419)298-1740 PE43409 (813)767.6565 dckw04iwbldgcbnsu8ents. com 9uallty Aesura Product Description Contrvct Exolret(ongDeh Nominal SMS;8 &quwNondmped&quota Opaque 12r /Ml Composite Edge Fiberglass Single Door (Inswing/Outswing; X con 0iggurallon) 12f132017 12/132017 12r212017 Aooroved for use AOOrorad for Us, Jg,� Outside HVHZ No Yes WJ131201g Im c Resistant No Approved DlnOn Pressure WA i9A logs � g Revision 2017 1 l WAMWTru Conpomd" Constantin: Exterior Coon SuaOsaisSryi Gwingblg EXWW DWAspmbra compensate Madeac: Cattlllrsetlon Mork orLMNg ProtestantL^ a. &quACMuila RBgtlok and 8quatSendarnrk by Therma-TnActuat F.nak�ALinn.. v on Rick Wright NatbrnlAcce� Accreditation Ryan J. MV. P.E. (419) 2911-1740 MonaOement InstlOPot (813) 7a74555 ddav neueants. O0m SIB gild 810 Opaque and Clued FPoargWs Door with 121311=1 and Will"$Worm. Immi g and Oubwtg 20 Nil M1 12M 7 0921=117 ,(n b No LM.Fw hw 20 FOC AQ� 22220 117 �(� hod Yes No am" Approved gp� WA SAL!! but Version Revision 2017 � 5 1l Theron-Tru Corporation Category: EabMr Doom St*CWAQDIY: Swingbg Etdulor DowAu"ks Cwm AlmsmMaBneb CwgRcWon Mark or Liters 0. &quotAmooth arequok and Bquob seschmwkby TnMms-ThAquok Enym S� &MGMM! Vaaaared gas Rick WdpM NOD"lAooMdbOon& Ryan J. ling, P.E. (419) 2MI740 Mis agemaM Ingkute (il7674W rklaillinsdpoonWMetim. corn l�9LAnoumm 64 and $at Opaque and Caused FlberpMs Door glib 12131=1 artlwMlwut SWafte. InevMg and OuWvi g lit lea Dal* YtidMW awmagm Fill Automata 12/20f2g17 ON21/2011 Aooroved far Wa Inoutgo No Yp 20 AccessedIDffiR 12r=17 } Restated No Approved gWpg PMUM WA (`�/) +1 ♦n V _vJ � � ' ; � V! -0 0 C ^� L O i..! O LL �Tt O O }r 1*- ♦ a1 O vJ ^, W L t� f/1 O a�r.r AU) ti V _ ICU ^�~ -*"'� (n Qi > O L... Ownposke Edge Fiberglass Single Dow tswln ;X carts ure8on) 6 f. Thorma-Tru Fber-Cipslc and Smooh-Star Nominal 88ar39 0 &quot felon-Impoct&quo ; Opaque/21312021 No Yes NO WA Composite Edge Fiberglass Single Doan pnsWg/Oulswing X cmMguraffon) 9 I. Themno-Tru Floor -Classic and Smooh-Star Nominal 68W39;8 S,qudNon-Impact&gaol; cured 121312020 No Yes No WA Composite Edge Fiberglass Single Door 0r%Mng/Ou1svAn9; X conngureoon) 9 1. erma•Tru Fiber -Classic afar Smooth -Star Nominal 6M3:8&qudNon4mped&qud; Glazed 121312021 No Yes No N/A Composite Edge Fiberglass Single Dom InaWin awl ; X. uretioia) 14 n. Therma-Tru Fiber-Closslq and smMht Stw Nominal NAS;0&quol;Ngn-Impact&quw; Glazed 12/312020 No Yes No N/A Composite Edge Fiberglass Single Dom n u tsmA ; X corm urallon 14 n. a e- am m n o o ma a ,o e. CompositeEdge Fiberglass. Single DOIX (InsvAngnglO !OWsxing; X co159ure9on) Florida Department of Business & Professional Regulation P.p.I IX 1 Florda Depert rent of Business & Professional Regulation Papa 1IXs Florida Department of Business & Professional Regulation Pps 1 a 1 Florida Department of Business & Professional Regulation Paw 1 d I Building Coda and Standards 115aola Building Codes and Standards 1Al2afe Building Codes and Standards 115115018 Building Codes and Standards 116=18 Product Approval Appaloadon Detail Product Approval Appllostbn Detail Product Approval Application DeWI Product Approval Application Weil n Mefl_ v,wae _ raft Emma,W gale 20 m.PWWI- 21k FLtE1#BiY,$SRILN died! Enwer car )ice go dMMdPeraffism 21k gm )hto cr 291 raft 1 dais Smelt EaMor 29A go DabPana a 299 MUM, vmhs mowk9m 20" Eehutl MOM V Yana" Miali FOCAMMM Awomdd steel AUa veulon Negaillatim geed Frpohw;Ltraoe INNAIdev ) INS I'Asesnocal Amerawd Chili Ag van indicated I IN riodad ilift" FOC Aaumal AYa®d imm Am! vacation EMOL[a l ywmdmJO( ywhm Lisa" FROAwlmal Amsmret dimes Rwisim 2017 MI MYMmn and Doors Suemanson, Luk Roberto Lamy Shawn W takh, PE OBM32017 MR 12017 OSM5MV IORWA17 Approved Revision 2017 Ml Versions arid Doors Brut smft n I*Robado Lavine Slavers M. Url*PE 081`13=7 08111121117 guns 17 10ROM17 Approved RWAAM 2017 MI VMder. and Doss llrwdSMngw Luis Roberto laws Shaven M. Until, PE 08M32017 OBM11M17 O IV417 10/102017 Approved R&.Wm 2017 Is Vandene and Dews statstiinpw Luis Robert Lame Seswn M. Urteh, PE 08M32O77 W12D17 (SM11 017 1W10=17 Approved Cab9my: Edsrlor Doom (717) 36543W P1542614 (717) 317.8454 CaYpory: Eldador Dan (/17) 985-3900 PE-42314 (MT) 31T4154 Camgary: E50wtr Doom (717) 98533gg PE-82514 (?M 3174454 CafaoOry: Ethmr Goon (717)3853900 PE62574 (717)9174454 Subcategory: Setting hlderbr DowAsseenNbs bmagaronawdooe suhCAWM: 811dgngi Eldarfor DwAsaenubba bWnge ank,&otm subCWgory: Srdlp Etderiar [MwAtaemblles bogngor&nkdoom smdK?slagony: SYdip Exterior DOIXAesamblbs WMperfEmlall.oam Cowoono* MWW* EvaWalbn Reportfron a Compliance 11 1 1 1 Ewlapon Report from a Completion a ConpOana l" d ' EVWNU n RWpodfrom a Finkle Rspldared AmhW ce a Licensed Flodle PnlewhoW Engli FbrMa Reghlarad Architect Or Licensed! FkuMa Pmas s oml Erolteer Florida Ragsimd AmAYd or Lkema Florida Prohuknel Engi ear Florida ROVMKW Ambled Or a Licensed FkMft Pmhnbnal Engli H,6I61424114 P»odmb GOMWAGNMOM Ae SW A13azsffift&W hind ROBINS R.*fgSS24t4Poduds Answered For Assixondforlike bW ignition FLOI Aerandfor brow AWN AOLmmeaffiOrUsm Approved for wed IMWn List Peron In Ondsmt>lttli Jam proamn W1 In orftM.Nvxt Resistant press= Litt Pmduct0oulodon CorAmdExabolonDWA M10ddS QuillaWsHYM!fit BrstMas ten! Product RbdbL Nombser or Nearm Product Connection ingm Dow& OMi Enyllu5 poem 3 SERIES 420 ALUMINUM SM REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 121912018 1453M&quotx908,quet No Yes No NIA 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM $00 REINFORCED OX, 12212010 XO, XX 28Bgabs eBglrot NO Yoe No WA i SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 12/912gis 14544&quolOdD&gat NON -REINFORCED No Yu No WA 2 SERIES 420 ALUMINUM SOD SERIES 420 AUAaNUM SGO OX. XO, XX 12/m12018 00&quot0m0&gWt NON-REIFORCED NO Yu No NIA mi Florida Department of Business & ProfeWlonal Regulation Papa 1 of 1 Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Pro%B lonal Regulation Paw / a 1 Florida Deparhnerrt Or Business & Professional Regidatlon rage 1 d 1 Bolding Codes and Standards 1152018 Btikft Codes and Standards lmmia Building Cartes and Standards lavtwe Building Codes and Standards 1 s2d1e Product Approval Application Detall Product Approval Application Devil Product Approval Application Detail Product Approval APpticatlon Defall nmearimm 921I111 EntYm 29a La RtM.Fwdea gets MR& Eden or dot go gdelBosba Qie Snit assets ear 20 RIM Dab FM La melt 229e &dinar 291 gait RtMYwdtls LM bat Ymlm dipgiahm gold Illandfiesearaucerser VffAdibd& Validated Awmdmd FBCAowmW Awmrd Agri Arse version MaggiliSMS& goad Eomi-illoselae vtd*NM lbodod Avbm ad FWAYwovjI AlfD,,Ml AMR Ass version IamAlwoi 99" V.IMreaey )Nidod &tdetad FWAMMM Affiumd soda brit dmtioa t caffiW dhsierauk validated as UAW" automated EBO.Aam mI Aaanmed tNsN Cn Raskin nil Cbm&adtgpm&cb Cattpww CWYporyi Edarlor Doom subOalpory: Saaaoml Esdedor Door Assemblies Compliance RUUm d: CargkWm Mark orLkWrg Mwk Vh mild MktlakTeading Services NA, OW PNelaer (513)7rig-em Inc, (513)519458Q mmoson d®rapayco, 11292IN7 OSKOMIT WDSM17 Approved Revision 2DI7 Cbpay Building Plodues Connally CubCsta:cy: SadDeal nubGOstorY: SedbnN Edartr DOot AeeembMs Cwmg me Mnllerk Cen8ge8on Mark IX LYYng Mark ViMtedbM kdethok Taft Sordman NA Gary PlueMer iname tilde k1a (613) $194688 nwnWVBeM�lapuyoom 11reg=7 oamor0I7 121051M17 Approved Revision 2017 Ml lnprdows and Doge SubCory: n Sr4Cslaanny: 8aeug Exndw DoorApembYa Complains Media* EvakMm ROW from • Bnxlt SaYrgw Luis Robert Lams Shen M. lk(da, PE b$Mnm PE42514 (71Tj 9174154 beMnper@mhv0.00m OB1132017 ON1112017 OBM52017 10/10=17 Approved PAVMw 2017 PGT Mushier Cahporlr: Extender Door SudCSMlwr: fiamp Eldelbr DOwAfearNaBp Compliance— I "CeNBkYbnr Mark w LIMYg Dean Weak Mism Dede 6000-DER MlamWMe BCCO-VAL (941)488-01W Q8B)315.2590 dnark�lpltduehlea.0an 1220=7 11281M17 12252017 Approved - Rs A[dlsedwk stksrmdFbrk PrWuebntl Eve! goilikAssaaasd gRdmdxmdmugLm Awrond for1ae A In NVKZ Ossetian the bill" NvNz Rinnnat lesion Pension, Lt! A the Amismand nor llu hHiDY Odmo vim had Jim Jb>ron !osesseen Ant laroductDoscriollon NBUMD.0 A Aggravated her Use, In NV Z Cdehet vNz knew ! left praftesm 37 037 Will PAN-2F151: BM, K 73, 75, 15M, ISO, M 78v, 4RST, 4RSF, SRST, MM. 2RBT, 46, 42, 55, 4as, 426, WS, GOSS, GDSSV, OR68, OR58V, ARSE, ARSav, S" Pan fins. 25 ga.) Skgk-Car (uW to WV Wee) 0521=6 VMNDCOOEB/174; WS pipe Door No Yes No +30 PSM32 PSF 53 053 N5-16 PAN-M63:8M, 94, M 75, 15ro, I 4RBT, 4RSF, BRST, BRSF, 48, 42, 65, 4W 426, 56S, GOSS, ODt1BV, GR58, QRBSV, AR5S, ARSSV, EDITS, E06SV S" Pan (min. 25 ga.) DoWk-Car PT to iST 05.21=8 wee) VVIIDCOCEB/774; W5 Connote Door No Yp No +30 pow-W PSF �a 5 PMOMMOdOLNunWbwayNow SERIES 420 ALUMINUM SEND REINFORCED product onset SERIES 420 ALUMINUM SOD REINFORCED= 12/312018 �royffid for No Yu No WA 10 SG03570 (lore Mm% impeeg VNgd Sit" own Door OV 2021 Yea Yee Yes WA FD5S, ED58V 1438quotlm8&quok O Florida Department of Business & Professional Regulation Page 1 of 2 Florida DepaRmsrd of Business & Professional Regulation Pqs 1IXi Building Codes and Standards 12JI22113 Florida Department Of Business & Professional Regulation paw i e1 Florida Department of Business & Professional Regulation Page lots Balding Codes and Standards +agora Product Approval Application Detail Building Codex and Starlderdg 105eme Bolding Codes and Standards II6.m1e Product Approve) Application Devil Product Approval Application Detail Product Approval Application Deng CIO mism "IOV-R7 Coda. r-in Enfltv,t gate Date Pondl"g gm1, =YP1 Version Manufacrer uContact Engrnner& ae! Lleenee Validated By Veliddad Submitted FBC Aoroval Aooroved i d�ttQP74M I�liifl� gads Ag Vaned- Revision 2017 taMd• CURRIESDMWmofAADO, Inc EM1M9r g9MW Ereame, alines ywkhtmm Dedb Daw UL LLC Ted Semran, PE 21h LM Validated ftkW lffi 11I302017 1028/2017 Onsalsending 20 FINGAismoval Aermrd WNW17 son Approved Revision 2017 MI Windows and Doors Cetagory:Wndevn SubCm820rY: Single Hung Brant Smmgar American Archiecural Steven M. Urich, PE (717)366-33M Maradaduram Association (717)317.8454 bsftlingerMrnNb:com 12t292017 12/132017 01/082018 Approved sadt b&! Version RmMion 2017 NagglitagaX Clopay Sunding Products Cortyary EsYYS COR%d EnninwaLkV&Ndobd as mwkVWSMrkeld kdulak Tuts Services tik Guy Pbnhkr lots LM V 1122=7 09M0201T RdLele Effi QeM FOC Agencies! Aoomnd 1209MI7 Ef& Approved g18M 11121 version RWWM 2017 madilieshm C" ensure Product Conpergr EdOLai[ .&.Ut Y@rAded.®h Mark VV"WkM tlamk Ta8ng 8anvkes NA only pbentaer Bale LM Dab Peron Y✓ auwwm FSC ApprovaI 11rA=I7 0&r102017 2MR Aar 124WWIT ANN Approved DoleWry: Exnrlor Dam (541)4044044 (305)ON4707 Compllance Method: CertBcation Mark or Usling cNsgory: eaterlor Doom (513)770a= t¢ (513)519.WW Colatil Edartr Doors (513)77040W Inc. (513)5194 W subldagory: EutNbr Door Components Comoto 11 Cw88ullen Mark IXLWkg lave darlb@ewWby.a m - ifMT499-R2PmdoMrs? _ '- ^,- - - - • ` -- .�.. _ _ -.' YotY: Beatlond Exaction CoorAparmses tampllrwlWkak CwMkdinMwk.Lheg m ltledoWyoOm etdtOel.Iogn Bedbrsi Evbrior DborAsserral8p ConplrpelLWod Carffmakn Mark w ftg navessrlbM®cbpaN.am FLMIWAMPmductll 0 WWAaeura- ApprovedforlJoe A oroved for use Impact Daalan FL*f&UV40 Products Seat Product Model, Number or Name ProduU Oenedotlon COIN et Expiration Date mHVHi Outside HVHZ Resistant Proasuro List gwaL dares P. Ang Lbs e2RM>gt it = dM t lmm *HVHi field"jammu! RIM Lit! Ae A�mLWt htDOZ sand i RIM PrlS1u Litt At�Id BTCdh! A�MLIW In HVHZ 9WMtleJiYtii J� ! 291a Piewet 2 185 SH 5ZM Flmfiange Frame IG/SG Single Hung 10/09201e No Yes No 16N-60 1 W7, 707, 727, 747, and 847 Single and Pat of Door Flush, Glazed, and Louvered etgle and polar of 121812025 tacker MOW doom Yea Yes Yea WA a5 006 V449 PAN-2F153:73, 75, 94& 94, 42, 48, 421k 485, 4RST, SRST, GOSS. GRSS, AR58, ED66 Bkd Pao (rot. 25 go.) 8kgb-Car(up b WO -vest) o5wam WNDCOOEA/174; We Garage Dom NO Yea NO +30 pSF/-42 PSF 171 102 Nb-1g PAN-2F153: 73, 75, 8M, $4, 42.48.426,480. 4RST, SRST, GOSS, GR6S, ARSS, EDSS Skd Pun (mn. 269a) DoubloCar (97 to 167 OS212028 wide) W XODEW74; VVS contain Dow NO Yes No +37 P817/-4111 PSF Florida Department of l3usiness & Professionalego a on Pager I or 1 Fblxla DepaMnINit of Business & Professional Regulation Building Coda and Standards pap 1 IX 1 11151018 Florida Departmment of Business & Professional Regulation Building Codes and Standards Papa 1 er i 11=18 Florida Department of Business & Professional Regulation Building Codes and Standards Papa 1 at l 115201e Building Codes and Standards Product Approval Application Detail 12112f2o18 � W Product Approval Applicadol Detail Product Approval Application DoWl Product Approval Application De sll ggsit 114 Version Manufacturer Endly or iigilt$Si Engneer&Lice,,, Yalldetad By $gL 211 Date Pending Validated Submitted FBCAmroval pill ,Aooroved Statue i� dL#Ilis4sm 141.0243410111 FLt sm bm version Wm ErM&w 9mm YttitlYdBy 291 29a MOW AWN" ookpmwlm Ra FOCAM WM A ton sale lost YON04 1! geK EBIWAL 92" E w &MINK Validated aft 20 Dd*Pmmum Agn v LtlMsld FIND aisi 20 Am-vd sm ggf# lost mimim d Em®L9r 90" �C YtId go 20 VMMobd ma FSGAmarmal At0rg1Md Revision 2017 MI Wlndowsand Doors Category: Wndowa Brent S811nger American Architectural Steven M. Unch, PE (717) 365-3300 Manufacturers Association (717) 317-&154 0129/2018 01103/2018 0122/2018 Approved � `w fhbbn 2017 MI Intention and Doom Cuhpory: Wisdom OMINI y: Flood ComplianceMsdw* CeNNxidon Mark a Lkag Snmsupw Amulmn Amhswtral Sawn M. LkbIy PE (717) 3864M MenukdnasApoaksgn (717) 317-5484 beabgOt am 12012D17 12/31=17 01f042018 Approved Revision 2017 POT Mumrip CMepery: Wlnalcam Compsame, Melerb GWORcatlan Mark Or LWtg Dun Ruark Miami-Onds SCCO-CER MlamFWtla9CC0-VAL (041) 4684fon p0M 315-2600 dnaek®pprrdlsbke can 12/202017 12,fO812017 12252017 Appeased Revision 2017 PGT Muetrlas CesSuscidifi Wndmw ng COwgI Ill coCaroPoaon Mark a Just"OB'Wr�ehlla.Carn Dun Rua* MWwg. d BCCO-DER M wd4)ade 10CC0-VAL drutd06-0100 (788)975,2590 12202017 IZV M17 122512017 Approved (:Lat69614ffi Pmtluota_ Subcategory: Hollzontal Slider Compliance Method Certification Mark or Listinga ".. bsitlingar(&nlhvd.eom O F1.020411211, Products 5jIlltlti&Ii[ Products sags Product Model. Number or Name OUWty Assurexe Product DesedMipn Camnct Exolratlon Dafa Aooroved for Use Aooroved for Lee In Calcitic HVHZ Impact Resistant Deal- Pressure (/,reed) L List iron In OUOMMH v -�,(� HZ EARN= 2 1'� ffie E QualmrAdl� A dM! 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SeBmML P.E. Ryan J. King, P.E. (419) 298.1740 PE43400 (813) 7874865 d619dWd lasussad 10M&W17 toflwol? FISCAaaaLed Accounted lar2 g17 12/122017 ahm Approved Amu Ysnle Revision 2D17 N MI VWdaws am Door odagnq: "oft" " Caned Enak x&U- vtttdMMtlt owdangw Luis RLomp, PE $am M. Udch, PE (FM 30sam PE-82514 (717) 3174454 YYtltld Aomod IN Approval 1g2=17 10M82017 702VA17 Amercind 121122017 Haas Approved Arse yonim Revision 2017 dmudubm PGT Muskke nmY: a Canada snahmril.leoe Valliddiall By Dann Ruedc MkMaCC mFBO-r:ER Itaml-0Ma SWO-VAL (941)40g100 (711111)9152b90 Ydddd L 12M M17 11/15=17 PSCAeamW Ae[mad IZM017 lieu& Approved lose ding Revision 2017 unwhooMr Jena HeNk&Igdg P knducb, Iris CaYw: PuarYkN 299M mrsalrafter aLtaee Intention! By PkpfMnW g Zhu Ronald 1. Opm John somd, PE. (NO) 349-2927 121 32967-2528 3"d" L POOAgamut OB25=7 OSMOM17 OWS"17 Aerond 10110017 3[Wn Appro-ci Q aubCp: Ssalpkg Elarbr DowAaemblka fidWilitraticlitiogrouWm, bw own Subcategory: Mulabne 6u6C+asawy:BMig ptpalnnOsisu�lrnphsr I., Pd 11 MMbod:EV*Adwl Ropotsoma Flarde Registered Architect IXaLicensed FnoM am itapsmo.rl I I Evaluation ROW than a cRogisdared MfBYIXaLkared FbfMa Cowogw elreUaeG Cantecatlm Mwkm LYwg Cevtpertee lesaled: E'vakatlonu RapoR t10n1 a AchMGwaLkenad Fiat �� allsicom Z Pro farYl IshhIwW PLVI"04tl G L ist Quallb, Ammerman EmQetSewm" ApW toLlNa AgmawW e[m hlOttii to,U, Wt i ! lets J' J List AonrmadEM.YM its out9w hand xz !ate two !'u List ADWGWforUe In NY Z i gad l 1MWa 7 Muawmfor AN Door Pro VYadows Akmaaum Mum06282021 Ya Ya Ya WA Litt hLbli OsanddeBssMiMt _ Plc 1 a.&qud;Fbocbnio woo. &Wmt&rmtaad*lotl 06059,88grektpadBquak Stand Fterylap 12JW2021 No Ya Yea NM 2 3764 V*dMWAkNTOWMLtaon 12131201a No Yes Yes NIA 1 Camplanr Lap Siding fbwcomrd lop$Wit 12212020 Ya Ya NIA WA SHEET NO. ( owocmt not a&glMtDk"IcOal Single, Door- Oq tpAng orOukWkg Configuration PA 1,1 D■ Florida Department of Business & Professional Regulation Paps 1 d l Building Codes and Standards 1152018 Product Approval Application Detail "319PrJla gam ELtImLo[ goo 29K pasc 20 m m Voodoo ILmsituOgC Sda■af E '.&1■m Vet Vail jithattiled FBg.ARQuad Amtmntl Sam Revision 2017 ,lanes Hartle Building Products, too Pkpahenp Zhu Ronald 1. Ottawa John Saemm, P.E. 0822017 ONOM17 0621=7 100102017 Approved CasOmy: Panel Waft (OW 349-W P624121 (382) 367 2626 subCaftM: Sills pNgeherlp.rMn@lanreMar continuance Wood: EaWUMM R6Wfrom a die oum Florlds Raglatered Ambba or I.Itomed Florid Pwhsumwl Erin~ gt131024%6 Productor. Quality Assignment Anomftdfwun Apparent for Use k*=d )iFtgl IMn! iniA9a ! pB 2 HardiePsnk Lap Bldbg Mer-amem by sldIntt 12/3112020 Yes YM WA WA Florida Department of Business & Professional Regulation Praia! Building Codes and Standards 11=18 Product Approval Application Detail FLM31Ideas 2im go D&bPudgm go aT88 ohm version fYmduhaM ContestEm�t&.Llu� )Mtididiod By )Nmmd O ftW F9Ge■ooM 6almoved Rom Revision 2017 Jens Hardts Building Products, Ina Ps(gneng Zhu Raeld 1. Ottawa John Sc dmal, P.E. Okl2MI 081092017 p828/2017 1011W2017 Approved c.tegoy: Penal Waft (lies) 349. W PE-24121 (sm 367a628 subcategory. am" pkmehslnttzhuGWneshar compBuwe Method: Evaluation Report from a de.com Florida Repesnd Architect or a Lieutenant Florid ProMteelonel EnMnNr FLe131924M Products classes Assurance Accuroved.for Itm Approvadforijim jaw Carter P in 0UdIrWNVNZ amdolmd fi m 2 HudM-4nk Lap Siding tibW<eehem lop Molina 1213112020 Yet Yet WA WA Florlds Department of Business & Professional Reps lat)on Pop l al Building Codes and Standards 116=3 Product Approval Application Detail m m Voo19n 1 By Y Met Submitted FOIC Assuaged Accounted Am& Review 2017 TAM KO Bulekhp Prpdes, Inc, Kam E5so ZaWery R. Plan Lowe Baaden 10(12=7 1o1052017 10202017 12M22017 Approved Category: RO*v (417) 8244W PE-74M (334) 300.1800 awry: UnddyroWss kerrLadrrlilimmko-ra CompKwm MatlwG Eveldtlm Repodsgm a Florid Regbsmd And ftd as tgmead Fkmdn ProfsWenel EnpinarPL#4232&= Products Antafteved,fK Use Aooro"d.fXUW Imm9t Oman Aend. Pm&mt DougdMYn Is Outddtfffi= Rmokftt Fmm■ a 1110,1154.11- AapMtaatemAdoWhlefae 01/072019 Vm Yet N/A WA Florida Department of Business & Professional Regulation Pea l al Building Codes and Standards 113201e Product Approval Application Detall F11 Mns4 2 Sails EAW or tat Ra Db Pondbm gain mm Vmmn 0 VaffdoW momno FBCA■■1,M Aparoved AMR Revkibn 2017 LV. Thompson, hla dis Thompson Archowthal TanycMbhnat Zachary R. Print LOOM Rotation IOMW2017 10/1W2017 10M72O17 12MZW17 Approved Metals Compary(TA8C0) (613)248-MO PE-74021 (33y3006111100 Categoy: RO A V 1aY@Oatnetekootins.00m 8ubcseagoty: Roof Automation mid an an hftml Pad of tie Rodbp syeten ComMMnd Method: Evaluation Reponhom a Rodda Registered AuWnbact as Licensed Monde ProhaabnW Engineer FLIMM94U Product, �YLLAuI■odApproved for Use mmmmttalime sum 2um E!a! Pam ganbAxubgmaw it, HVIJZ gAlia= Homo Planes 4 TAMCO Round Top aWddpVWR with Bantu for Tito 28 go, adc mofventilator with baAb 00912028 Yes YM WA WA Florida Departine nt of Business & Professional Regulation P.P l a i Building Codes and Standards 11ermia Product Approval application Detail p.e7844Mi gads EaftW Rde 10 Duke Pending oft Mae Ymlm g9ffiut VaiddedBy YeltlMedsubmitted FQQA■caM Appel oft Review 2017 Boo Rouble r MabrLYelft Thomas Jaimnea IAPMO Worm Evalud w Gary W. Walker 1 W782017 10101112017 10212017 Approved Casgaty: Roolki0 M2) 2694288 Services LLC. (205) 85"150 BobCabacry: Roo" Tin #wmwIWm suobad.00 conlusrroe MNhok EwlunSon Report from a an Product Evaluation E" FttM46M] Paginate Quality Assurance A�*,Um Approved for Use paw= Osat PmdudDesedoOm COMUdEMMMOOnOde IBlAM Otanspolinew Bohm Palmas 28 Vac 900 Medum ProlSe-LAOWales, FL 1WO41=8 No Yee WA N/A Florida Departirrient of Business & 12mblisional Reputation lop 1 or 1 Building Codas and Standards it m18 Product Approval Application Detall Fib 296 EMMLu gals gins Dds PUKIM Rik main VmMe NWAMM 99" Ifirksated Our YARUM EWO" FBC Antsmand A000n d IWO Review 2017 IN waatswaand Doom aremsnw Lob RLamse, PE Seven M. Uaeh, PE 1or23/2017 10(162(iV 1026"1? 117M22017 Approved Caeaonr:Wkwm (717)306.3300 PE-42614 (717)317-84" subcdo": Md am, bdd+Pr&yiwN.mn COn wbm MWwd: Evid edOn ROW from a FbMa Registered ArMKW or a Unarmed Florid Proegbnai E glow FLINS304tl Products IIa4! In tOttlZ Ott".tO2a Ids Pau■ 2 5764 VMk:al Aluminum Mason 12/312018 NO Yes YM WA Florida Departinerd of Business & Professional Regulation paP l d i Building Codes and Standards IAVAIs Product Approval Appllestion Detail Iym version NIMOMM conbm Emma. Y lsn YeWMO BlOmmu fBgAmaalMt AWmvad Beds Revlebn 2017 AkNe Nick Thorpaon Lyndon F. SOhnidt, P.R. Ryan A KhV, P.E. 10042017 10103121117 10n12017 - 12M2017 Approved Cate9ary: Penh Vista (330)922-2389 PE49W9 (613)707469 Sa6Cate": Soft n6lompeon@abWs.Oan Compiler" 18.enuid EvakWlOn Report torn a Florida RpbtWed Architect or a Licensed FWrle PmBseibnal FJgimesr FLAM52 ,R2PJsiducta GoWWAssLism Aulmmltmthat AnmvtvdtorLW Mtn Eta! MJlBa gmod" HYNL Pimp 1 a. 8goot2TtgniW Solt Vero or Solid Vhryt Seta 12131/2020 No your No WA Floricla Deperbnent of Business & Professional Regulation Pape l a l Building Codes and Standards 11512018 ProductApproval Application Detall FtMMM galls tas&Lst ¢I■ geld Dmt.PmY■ 2da Inns V.W- magatermr contact validated By vagddw awmi d FOCAnsuarml Amrovffi Am" Revision 2017 LV. Thompson, Ina daThOmpmn Architectural Tony Cameroon Zachary R. Pred Locke Bowden 10MW201I7 10M012017 100`17017 12112=7 Approved Metals Compargr(TAM00) (gt3)248QMW PE-74021 (334)3O-1800 Cetspay: RordWg tenf'aaattn MreCater". Running Antananarivo set am an honest Pan of the Rooming Sysc o Compindpa MNhak Evaluation Repathom a Forks Registered! Architect or a LInsoted FW40 Probational Endow Ora! Productilillodel Mundloorarrhomai Pm&MDoBsdotlon In Chita oubg&wAa PABIBMM pr 1 TAMCO Flo Top Oa-Rldge Vent with ref for Us Soon= Yes van WA WA Florida DeparhReM of Business & Professional Regulation Peon l a l Building Codes and Standards 1115rm1e Product Approval Application Detail amilam gm EMS go !a■ DsftPWWIM 2011e Mae Ymlm g9mM Vandabd By y,eagapm OudlmNbd ENAMMO Amid oft Revision 2017 FbrWn Moan Products Inc. Cbdu Jones Jude L Bucker, PLO Mideel John RsmW, 10R62017 10105,=7 10272017 112A22017 Approve cnegmey: RoWkq (904) 783.84W CEWK EngklesnMp P.E. Subcategory: Roo" Fuomorles that am an dorWBftriamcon PE31242 (581)414.7657 Intepal Put O1tib Rooag BYstem corngMion Method: Evaluation RWdf rn a Fkslda Registered! Arches a a Lured Flords Professional ErgineW BAtLEPALEMOM Anummodfortho Amprowulemillso bmig IIwo ileta Product Dabcdgm it, KvKZ onto"KVHZ gmdtm p. 3 3-FLAhMAB4Pa-I0-Rldtte Vod&quct Alennum Rkge Vents for POW rooft Iscroulsoll 12131020 NO Yet No WA from M02V Aluminum Florida Drepartnsrlt of Business & Professional Regulation Pam 1 a1 Building Codes and Standards +/mole Product Approval Application Detail Oats PWuWw laills Mae ymlm Volld ted By IMIppBd PIC Ammonia Amounted two Revision 2017 BMW RoWig I Maio tudso Thmae Jumrae WPMO U Hon Evaluation Gary W. Welter 1 W1B12017 10I0812CI17 10212017 Approved Celepaty: Roofing (a02)289.22811 Services U.C. (206)864-0160 $ubCateasry:.ROOhdp TOm thimmaJunnetallboralm Cam umnft KWM* Saskatoon Report from a In Product Evaluation Err* FIRSINUIProdmb AnonvWhwti" Impood 22" big Pldutoomwndm Iammz gniM■m0a aawbig P6d■M 16 Soapy 900 Fat Robb -Psis, CA 1110042918 No Yam WA WA Florida Deparment of Business & Professional Regulation pea l d 1 Building Codes and Standards 11512018 Product Approval Application Detail 8M1 HI gm Entftor Rat Bins Do%eewB 291 arm Ysmmaa Villethatim cWAad traEO■tla. Insulation Elm FOCANUjg Assuaged ANN Revision 2017 POT sduontss Dan Ruam Miami-Dede BCCO-CER MIamFDads BCCO-VAL 12106/2017 11/16017 12MM17 Approved CNegery: Whndmvs (041) 4116,0100 (780 31S.M 11100olnew: Muaona ' .00m Component Method: Cer88atlat Mark or Losing Consist ASEMOM Approved for res Ate!&! ■stet Bantu ]Iffi2 ProdustDogedodan i In HWHZ 2ddknm PASIStNt Fruum 1 Muaod far Ail Doom and YAndows Aluminum MuRens OWN= Yet You YM WA Florida Department of Business & Professi anal Regulation Building Codes and Standards Product Approval Application DOWI Ppelat 1Rdm18 DA venture dialatillitim consent V+ ml Y» O■mtted FOCASPlmei Aomsoo OMhm Revblon 2(1,17 Akede NWk Tlwmpeon Lyndon F. Schmidt, RE. Ryan J. King, P.E. 10104r2017 10/032017 iamirmlr 12MVA17 Approval Cmesory: Panel Waft (330) M-2309 PE43400 (813) 767-ON Bult(We ;sofas nthargwtn@aWdecom compliance Monad: Evaluation Raportfrom a Forks Repbsmd Arohsed ore Licaead Flonda Professional eoow RA"32?ZN2 Irredentist Ano yodforUsa based gym AMA to Oultakdo R.Wtot Pm■tt 2 b. 11quDcAaanaT4dquot SOM Vert a $WW Vinyl Beta 12/31720Z9 NO Yaa No NIA FWW9 Department of Business & Professional Regulation paP l of Building Codes and Standards IMMIS Product Approval Application Datati FLMMe-M gads ! IIM Nk oabpwwbm 20 m m Van IMotdechnf canted %to a ay FB4a■aulted Appmved OtesM RbAbbn 2017 L.Y. Thompson, too. dine Thompson Architecture! TorryCtuNadn Zachary R. Prbu Lowe Bowden 1001412017 10102017 1011712017 12/12I2017 Approved Maids C-WM(TAM00) (813)249.34N PE-74021 (334)380-IBW CaUDW. Roofing teny@aoffmM oo".own SuIsCateaory: Rcoag Aooessatse tiet am an Integral Pan of the Rooftp System Compliance MWhouk Evoruatlao Report than a F'WWa Registered Archaed as Licensed used Plonks Proteeeiorol Engineer FIJIM84tt Produce Activated to ins Aggrofficillarlhim Imr+mi aft &!ace P )B mm oLdlhbmm RelaMM Programs 2 TAMCO cautioned Mott 28 So. 09roB12028 NO Yoe WA ♦".6 Iparvnerrt or musines3 rk hTOre551onal r%equlatton Page 1 Oft Building Codas and Standards 41712019 Product Approval Application Detail .Code Entity« Data two Date Pendirm UD-tg Iygg Version Manufacturer contact Enalnear&License Validated By Validated _Submitted Fa,C Aoomval Aoomvad Mal Revision 2047 Lomanco, Inc Andrew Carter Jemes L. Buckner, P.E. Steven M. Urich, PE 04/0912019 12/1&2017 04M52018 06112/2018 Approvad Category; Roofing (501) o82-6511 PE-31242 (717) 317 845Y- Subcategdry: Roofing Accessories that am: an acanerclomanea.- Integral Pmrofthe Rootng System compliance Method: Evaluation Report fran a Florida Registered Architect or a. Licensed nodde Professtenal Engineer Quality, Ass..... Arm.yedfur Us Approved fir Use' Impact. n Sea a Product Model. Humher'01 Name .Product Daarrimion contract Emlrolon Date In HVHI outside HVRi Resist Pr"twor i Deck -Air- DA4. Low Profile, Polypropylene Pleste Root Vent 07//02021 No. Y. No -97;S<W.5 Florida Daparhnant of Business & Professional Reguladw pea l a 1 Building Codes and Standards 115=111 Product Approval Application Detain gme4mi grid ermwa Wa ILM BacrPsoBm lids IYm Ymlm Nwkdwkw Widened as YtEdatsdItilistatil FB&AmmM Approved low Revision 2017 sau Roatins/Monbdlhlft Thpnes,smmm IAPMO Uniform Evaluation only W. Walser 1W1812017 IWOM17 102112017 Approved Cdom: Rodeg (M 28W2288 Services lu c. MM 85441ed SubCabpoq: Rooting Tom BwmssJanlmnetl@boreLar completion Mal on Evaluation Report from a m Product evaluation Entlly siminauzmdm audkAumm ADOMMA for Arun 0=0 guMa EtnO tuJO9S o)aHulflaa tfa Pressure 17 Soapy 9W- Country Sons. Hartford Wee, Shoks, Shoe, FM Profits -Stoddon, CA 1QI04IMIs No Yes WA WA "OW ESllah Tiekdh Florida DepattrnaM of Business & Professional Regulation POP 1 W i Building Codes and Standards Imols Product Approval Application Datall 13&ti!1@L�4 220 solum Rdi ILM Dole Pentagon ILM mu yffalon Vase ilm C1mMM lownuAimm Vandimal mamu &IIhmWM FIC A000rM AboUNM AMR Revision 2017 Junes Handle Buesing Product, Ina PbgMrg Zhu Ronald L Carron Jim Southall, P.E. 0802017 OSI=I? oliami7 1W702017 Approved Cahoon: Pain Waft (908) 349-M7 PE-24121 (352) 3874M sudicalap ry: Stag pfngstensenesmesher CanpNanq MMbo: Evaluation Report from a ds.cem FWrkla Rephem l Archled or a Lkanaed Florid PMheaWnei Egl,roer QudbrAKmno Approved for Use Osn! Pm&mUodLfkmbaraName )olvIlz Outside gnbuM PN M 1 Cemplaur Lap SWkg fitter -cement lap olds g 1213II/M Yoe Yee WA WA fJ,lt4124B2O 2L& Anal Vtml n Hatialleam Revision 2017 OAF Caegory: Roulkg SuIrcaberaq: Asphalt shklpbs compliance 10.11ua1: Evabadon PAW Intent a Florida R291olu edArdrled as LbKNW Florid Pwheoww Egisser Ina Product Model. Nuardsortur Nauru 1 OAF Asphalt Roarg ftbe Florida Departrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EmMLor contact amdaut&LUM Vdhbftd By Michael Stloh Robed Nkmymn John W. Knasavlch, PE (M 706.3411 PE-89166 (954) M-0224 roafth@9dcom Papa l al 7J funs yistaml Oyu FWAnomwit A290M U" 091VI2017 OLVMO17 09ft"t7 12/122017 Approved Amaroved for Van Amounted jorM Rolm Product Degradation MHaa lLuum» ! 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Bernardo, P.E Troy Bishop; P.E. 0420/2018 /020f2017 04nwoi8 Ow122018 Approved Category: shutters (561) 712-9882 PE-0040549 (954) 947.0880 Subcategory: Storm Panels mlkebgeBemerkanshulte Compliance Method: MIustlon Report from a m.con Florida Registered Architect or a Licensed Florida Professional Engineer . FtyN'/d6aJt4 pYnda n uy m ., J , ,. -... .+ - •.. .x .. .. Quality Assurarm Aareivedfor Use Aporoved for Use Imal. Dealer s449.li Product Model. Number or Name Product 0eserlDtlon Contract Eimira/lon➢ate In RVHZ Omalae F1v4+2 Resists 'Pressure, I 24ge'Gcl niced Stool St- Panels 24ga Gal -Lied Seel Slone Panels 12/31/2019 Yes Yes Yes WA Florida Department of Business & Prof+esslor at Regulation Pan 1 o 1 Building Codes and Standards IffiI Product Approval Application Detail 220 Enm a RBa Rest Dow pending tale lone vmw m mwpjbghm Sams PaGMWa.LM_ V&Idmw By YYd@W gubmM l FOG Assistant Associate Status nevlaion 2017 ITLY Boafkig Cprrpwbmn Group Inc SbAn Lary ICC Evaluation SerAw. 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Stuart Ledo Ax Evalatdn Service, LLC Wmarn M. RWerl, PE 09ma12017 Olkol 17 09212017 Approved Ravydn 2D17 Mnak Industries. Ine. DWW Wert CC Evaluation Settee• LLC ICC Evaluation Storks, 1016 17 10/19017 102=117 Approved Rwydn 2017 MTae Industrial Inc, Dodd Wert ICC EvduWot Servla, LLC ICC EvdwBon Service, 10/192017 10/192M7 101 17 Approved Revision 2017 Mitsk IndualM s, Inc. David Wert ICC EVWW*n Sarvks, LLC ICC Evaluation Service, 10110017 lone 017 10222017 Appraised Category: 8lrtklurd Components (847)9188473 (407)081.1917 ceboaey: Structural conponsnta (314)851-7400 LLC. Category: Strnwtrtml Conponsres (314) 861-7480 U.C. (.etagoy: Shcsmrd Componenes (314) 881 7480 I.I.C. 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OW4 017 011rOM7 07AM17 Approved RGVMM 2017 Nieyomaeuesr Rob BaWaan ICC Evaluation Sarvkp, LLC ,Notes A R*Caa P.E. 0811 OVAII 0710320/7 Approved calsaory: 8tlrcmral Carpantods (314)851-7480 LLC, cawasrin Suxbeal components (314)881-7480 LLC Category: SWdurd CMg7onents 013)V48476 (808)339-1344 Category: Structural Canpomms 00924-8/78 (808) 830-1344 sebCategery: Trans Plates rNmrlmrd.eo i mar a "solo subcategory: Trial Plates dwerhomil mn am) a998800 Sublitl tici ftines f4A Lumber RoaMB.Mwy towlahe subCaNgery: Emghaered Lumber FkherLBddwla®aeyede Compaerea MdIw I Evdudlon RepedSom a cenpgbw , Mdbob Evaluation Report from a Compliance erptlnob Ewluation Repoettrom s euae mm ceapBarmce Matiwd Eradication Rol from a aaermm Product Evokolon EMq' Product E.Ok000n En* Prod ct Erakwoon Erdb Product EV$kwan Emay awft AarMWftrtlegAporandforthe head asks AO,,Mfor Use Ord asp. Angelical for &it, A9amLadherLW teaaM Ram Associated for _likes Approwdfwlls kmad ago® alas! 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OVAM17 08202017 07/032017 AppmvW daboory: Structural Canponeae (253)9248478 (On SWI344 arbCabgm: Engineered Luber ROberLastlnM®Irsysma Compbw Meswb EyduNw Ropotsom a GUW.Cmm Product Evaluation En* PLAIS274t& Produces CKNWABKNIAM Austral Jim Un Aoormedfor leagM Boston aaat Product ModeL Number car Metal Pros let m3¢ its saw. 3 Ttebwaft tat LSL Lenkteid Stand Lumbar 03411=9 No Ya WA NM Florida Departnlerit of Business & Profea9iorW Regulation Pelletal Building Codes and Standards Irwmfa Product Approval Application Dead 1 bra Yaaes assailessiz Coastal 3Lk- )Maldltat mdodw aahmalet t&f'i.A-g Antisocial jus Rwylm 2o17 v y4dt- Rob Edwin ICG` EwUdlorn Samirl LLC J4mai Regional P.E. Os2?rm1T 08202017 0710=17 Approval Gnteader StruWd OW"WAft M9244478 (608) 8%-1344 ewCdgm: Enpdeered Lumber Robot BoMwMgr"ama Competitor Mabat EvduOm ReW from a eaarcorn Product Eradication Erdgr Assigned for Use Agemail for Uft lam ;lust Product Model. 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NumbKw Nora 281.i.d818PBR Product Distinction carkw mckdkm Ode In mm out"jdz !3 I CU �. Fmlty or foe 2 p Date Pendlna gglg Sells Eid*ioL leis p� DOM 20 19 Me2BGo. G5=& RmrPanel prep'1x4Nkod 04t122024 Ya5 YonNM +NAV Make VmWon i CO(Md Validated 91 Y amp t PQS�I Appeared Iwo � Version Manufso+urer Contact Engineer&License VValidated By VaIdeted Srbmatetl FBC Approval Approvetl statusPin 19 28 Ga. GbaIIPBR des warlffil ud FNywoad Mn 26 Ga. GulfPBR a+er 1582&quct; P*Wooa 04/122024 Yes yes N/A -181.7PBF +NW Revision 2D17 ComriNrd4l Comets Prodrets,bux Robert Coy THUYH.HUYNH John Hoy 101142017 10n32017 Ilv2s"IT 12F122o17 Approved Revision 2017 Gulf Coast Supply& Manufacturing, LLC. Eng Dal Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 IQIIW417 IOM72017 12112=17 Approved -154.7PSF O Cdcaay: shuehtral COmpcaots (813) 8683707 PE-WI22 (382) SM-5311 Categay: Roofing (352) 498-0778 P&75519 (334) 300.1800 20 26 Ga. GuBPBR No 26 Ga. GWMR over IA Wood Pu4re Over Od122024 No Yes NIA +Nw SubCalegary: Products Introduced as a Real of paragpakroydla.a subcategory: Metal Roofing infoogulfccestsuppy.com 15/3289npk Pywood -151.7PSF sr. New Tedawbpy Compliance Method: Eveluatlan Report from a 21 28 Ga. GugRlb Cc lift overoverix/vyeod PlxBts War 04H2202A sip Yee N!A -1042POF CalpMnw rrellnod: Evaluation Report Bane Florida Registered Architect or a Licensed Flodtla Florida Registered Architect or a Licensed Florida Pmfesslonal Engineer n G161R over SW&quet; Powell 04H22024 No yes III +NW Pwbnbml �� -1591 k(Jh1651.R3 Products. - . -� rl 23 26 Ga. GuMb Mn 28 Ga. Gulick, over I IXAclud; Plywood Dell Yes Yes NM N/A! lMaggt PIS Aar' Aaseraa,her Use imom 91*4 Quality Assurance Descrlo0on Contract Emlmtlon Aopraved for HVHZ Use A r,ril Outside for use HI Defka Pressure 24 28 Ga. GlrtiRib Mn 28 Ga. GI call Ise Wood Prate War 04f122024 Yes Yes III +N/A/ seatAt Product Doowkdlan .for.11ea in II Z Sam ti.kbnt Postal Product Model. Number or Name 0.032&quot; Aluminum 5V Crimp Product DabIn Min 0.032&Wes; 5 V Crimp Aluminum Root Panel 0411=024 No Resistant Yes NIA +N/A/ 25 211Ga. Call 15026gU0t; P*W000 Mn 29 Ga. G ufflilb over Ix4 Wool Pmasu War M22024 No Yes III -184.2PSF +N/A! 1 Casey Proceed off Commercial Canada Products Precast and Prestressed Ceramic Llntela 051251l No Yes WA WA over 15/32&quo; Plywood -108.5PSF 1542,Aclul P*Wood -123.5P8F fVl 2 0.032&quot; Aluminum Gulf Lok Mn 0.0328qud; Aluminum Gulf Lok 168quo1: Wide 04/12QO24 Roo Panel over 151328qud; Plywood No Yes N/A +N/A/ -116.0PSF 26 29 Ga. GuftRIb Mn 29 Ga. Guffl Oyer 15rMlIc ud; PV&aod 04N22O24 No Yes N/A +NlA/ -146.OPSF 3 1&quota 24ge, Gulf Snap 18quot: Gulf Snap 24 Ga. 17&qud; wide Rod Panel 04/122024 over 15n2&quot; Plywood Yes Yes N/A +N/P/--131.OPS 27 29 Gr. GuMb Mn 29Ga. GLOM o wer fx4 Wood Pursue We 7/111&1 0.8.8. 04A22024 NO yes, N/A +N/A/ -101.0PBF all 4 5 %qua: 24ga. Versel.oc 1&quo; VersaLoc .D32&quo; Numinum %quo1: Venui 24ge 165&qua; Wide Roof Panel 04/12f=4 over 15/32&qud; Plywood 1&quota V-L. min .032&quor; Aluminum over 0M122024 15132&qud; Plywood Yes Yes Yes Yes N/A NIA +N/A/ -138.5PSF -NIA/ -101.OPSF 28 29 Ga. CORI Mn 29 Ga. Guill~711Baqua; O.B.B. 04N12024 No Yes N/A +NW -118.OPSF O Spy 6 1.5&quof; 24ga. GUN Snap 1.5&qud; Gum Snap 16&Wd; Wide Roof IYes yes N/A +N/A/ Qww Pend over 15/32&qud: Pywood ct: Plywood •11 G.OPSF 7 1.5&quot; 24ga, Versc-oc 1.5&quote VersaLoc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes NIA +N/AI 8 2&quo(; 24ga. MagaLoc Panel over 15132&qud: Plywood Mn 24 Ga. Mel 188quof: wide Roof 04/122024 No Yes NIA -123.5PSF +N/A/ Cods VWW= Application Type: 2017 ALL FL t6; 11851 Product ManuteeWa ALL Panel over 15132&qud; Plywood -108.5PSF cd4m r. ALL . aL tedapofy. ALL w 9 24 Ga. Gulf Lok tan 24 Ga. Gulf Lok 16&qudWid e de over 15132&M722024 quota O No Yes N/A +N/A/-96.7PSF AppkWm Status: ALL Caplsleceayu,aa ALL ) 10 24 Ga. Gulfs.- Plywood Min 24 Ga. Gulf Seem 16&qud; Wide Roof Panel 04/122G24 No Yes NIA +N/A/-93.5PSF Quo" Aesuerwa Stay Centred exPbab ALL Product Model, l4bbef a Norte ALL 11 24 Ga. Gulf Seam over lx4 Wood Pudins over 15+32&qud; Plywood Mn 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lock, 04/122024 No Yes NIA +N/A/ Product Description: Appeesdfa use aatekp W M: ALL ALL Appraisal for Lewis In HlaQ ALL Impact Resistant; ALL /'Y'� 16&qud; Wide Roof Panel over 15028qud; Plywood -108.5PSF padpp Pr4Berae• ALL Oda Fralm: ALL g ■ ■ 12 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Roof Panel over 151328qud; ON722024 Yes Yes NIA +N/A! ode To: ALL Plywood 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&qud; Plywood 04/12/2024 No Yes NIA +156. N/A/-131.PSF 1 1 lL 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Roof Panel aver 1x4 Wood OM122024 No Yes N/A +WA/ Pudins-15132&qud; Plywood -156.5PSF 15 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&qud; Wide Roof Panel over 041122024 Yes yes N/A +N/A/ 15132&qud; Plywood -181.OPSF Q 16 28 Ga. Gulf Luc Mn 28 Ga, Gulf Lok 18&qud; Wide Roof Panel over 04112CO24 No Yes N/A +N/A<83.5PSF 15132&qud; Plywood Z 17 28 Ga. GulfPBR Mn 26 Ga. Gulf PBR Roo Panel over 15732&qud; 041122024 No Yes NIA +N/AI Plywood -154.7PSF z Q J a SHEET N0, PA 1.3 3�'� ��v�� �fwa�� ��