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HomeMy WebLinkAbout3139 Nubbin Ridge Ln4 ALL WORV Sf r !, wlr, 0 AILING CODES a_::: ;j ,ri, SUIL�� t' G COF)E, NATIONAL ELECTF' C. `�4�C,� AND THE. 0`1TY OF �Fw, H �RHILLS ORDINANCES REvi, aA7-E JAB{ 2 0 CITY OF ZEPHYR rHIL PLAN EXAMINER ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FUR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or AT. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KlWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail 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 wl 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) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WOW HDR orVVDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 0 o❑ N=_ � � I I �� ICI .ICI L 17= INI INI .4k lr48. 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES IMEAN ROOF 30 FT. HIGH TYPICAL I FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 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. C� f/ •����e;i��9�EllPiif •' �. � .ems OFESSV0 /l/ofil?l l6lkl11t`'��� 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 a o O 05 V 8 N 00 000m M N N �niat LL LL ® M N J# W W tsili Z-co M W m �' W Y o �a�o ¢o moo W 'io o � m 00 m m a 0 Z ILILW M Earn 0)�NO X 0 ao5= N Q M Z ° V H J Z d ❑ Ell] ❑ W z N O W z o a J M N FORM l9iWil W!i N M z CD o q) Ui Y uU o o a — 0 W � o N wigo-- U 0° d w m E 0 8 ml•,, U o � d �Q L C:,w co coZ o z � CL Ew E wo ° >� ® °wff V CU ¢� C:)W x0 U a� Z 0° p O< w w N a <z i Cr C: Nm m0 °z� C� J F� <z �Z oa ao U LL �o �W �— o �w CO z< a F 0 0 CV ^L' \W / 00 c 00 .-. CID -J C U Qi 'O^ r 0) r Z ro L0 I 00 N T i 00 r � N C"7 r cv o Z Z E Q y r ca @ a E 0 Q JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. C S 4 0 e a rn 55'- A S3 M 8'-6" I 036 360 5-SH T 6" DP-- R ----&S ---- BUILDERTO N PROVIDE INE I W.H. APPLIANCE I I I I I K TYP @ I p PROTECTION I I I S4 GARAGE ' OWNER'S SUITE W. I. 2'-6" WHEN REQUIRED PER FBC I I I I I I I OPENING ■ B I I I rn CARPET 60 - TIE _ 8'-0" CLG.� CARPET 2 CAR GARAGE I I I I I I rn OU)Lu 17'-8" ii0 I r - - T-8" � (� I �� 8 -0 CLG. 20'-0$„ I I I I 18 I `'' w 2668 I I tY 2 I I Q I I 91,168- HANSON 1 I 0 l l I o BOX @ 36" EDGE OF SLAB 2" BEYOND WALLv I I Qo I I o A.F.F. 60"x36" DRYER VENT K S3 I W I I N SHOWER THRU ROO I I > I I 00 000 3 (3) 2x4 #2 SPF w/ FIBERG SS "' &S I 11 I I X00 I I DTT2Z @ BASE RROU D I l l I I o I I T TYP @ 1 STORY 5 -118 I 4'-0" PT W OPT. D S3 IIx I NOTE: FINISHED I I Liku N.L N I1 a UQII7 WALLS TO BE I I AHU J I FLUSH. VERIFY IN I I 7 I CD - I I FIELD. I I zo CF7 I ; TILE L d K CC D 1 00 S3 (3) 2x4 #2 SPF w/ S3 S3 6 8 8 DTT2Z @ BASE = I I FAMILY RM R.A.G. O m 2:12 VAULTED CLG.` ^ 9'-4" CLG. rn CARPET FD 3068 ; I r ^,�°° 9'-4'CL ENTRY iD in 23'-8" M T-10" T-8" 10'-10$" �, 6„ 7 „ 4' „ 8'-0" CLG. I I HDRATT4" ------- owl' ' I i� --------------- R&S i 2668 io 2668 r R&S ------------ 4'-0" 3 1 V-7g 6'-10" 04 4, 7„ 8,_8„ N 5,4„ ih 14'-6" I.- 5'-4" M N T-6" N I I I in 5068 B.F. 4068 B.F. j OPT. I I I REF.fi- _ _ BEDROOM 2 oto "' co z PATIO CAFE �' W w ------------- F---------- r-_-� _ I • • 8-0 CLG. ' " BEDROOM 3 N �� BEDROOM 4 co VAULT. CLG. CARPET ' N D C� I D.W. I O� I I CARPET 8'-0" CLG. I 17 CLG. cnw M� O o T vOi "' O i I 7 a J N U 3L _ 24 _ SI Kw/ ISP 8 3 a I b°° CARPET I I ILE 2" CARPET CA M0 w r M /' 21'-2" 2,_ „ 2, R „ _� 10'-4" 10'-42' 2,-4, I 5'-3 _7 i M�v TIE _JF ti I carp- I c I b0 rn ■ I ANT Y _ � TYP 1 /�� iv =W U) T STORY ? 36 36 o T L .,nc I FIBERGLASS I A 14 AC PAD /�i I - _ ---- O ---� : 5-SH T I I SURROUND ° M S3 / 16" DEEP H B EGRESS EGRESS O (:Si) O 29'-8" 15'-10" 0 O HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20 X 38 j 18 4 X 37 1 S.H. 14 20 X 50 j 18' X 50 S.H. 15 20X63 184X62 S.H. 16 20 X 72 18 4 X 714 S.H. 11-12 271/4X26 26X254 S.H. 1 H3 27 114 X 38 j 26 x 371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 27JX63 26X621/2 S.N. 111-16 27jX72 26X711/2 S.H. 22 37 1 X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j4 X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 ja X 72 36 # X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 } X 37 1 S.H. 34 54 X 50 1 52 " X 50 S.H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +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 GG SEE SN SHEET OH SEE SN SHEET 140 MPH timoft NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1 ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 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-13 KRAFT FACED FLOOR PLAN - ELEV-Al CONDITIONED CEILING R-0 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: li4"=1'-0" (GARAGE / LIVING) li­ Q G ® Q e 91144SEfE0tP �, Ok P o •.°e x,v �-•. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beanng Engineers signature and seal. sm W Am AWL E m N ie a 9V o0o M J J LL N M N emu- CoLL JLLLawa M1w N 6- LU W O LL aim a. �S o Z a_ -29� mmoo W cc 0C N W z ILL 2 Ec' M N p< N Q co Z U J Z U ❑❑❑❑ W � C) Z N C)co O co NN p Q M d N N M II L U f� Y w 0 a � a O t.n ° W~ o � N U M w m � � �! z O y O U) N , sm o w Mw M o z ¢Z =o � Ym Qo ��=°o H C r¢ o U oQ O L4 ¢z ¢w¢o wz =3 c ❑ o' .0 O Z - (3) " 2co a w z ¢ o ao Q 3 LL �w Uao �_ o J wF �o CZ)a= Cfl owp Z Q O~ U �N 0 .N >� L > 00 c 00 N `° J O Q C U 0) m r*_ Z LO O T 00 N r T 00 co T C) Q E � N CM T- y N o Z Z E Q r cc d E U -1 a :) Q p c c J JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. 1 r i Q VARIES, 2" LESS THAN CABINETS BELOW w MEDICINE CABINET � ~ d- OQ O~ U- cu- (y) CV M M d' ce) KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET 0 TOILET PAPER HOLDER CO CV FIN. FLR. KITCHEN 0 M 0 <V OPT. 9 REF. OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD - o Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. �— TOWEL BAR ON BATHROOM WALL SHWR. o 0 VALVES w 00 = 9 o SOAP d r` - (D 00 o DISH U U-) CD 9 M M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN O e0 OBI r I 0 00 i OWNER'S BATH .-1N 9 F- O M MIRROR =5 BATH 2 INTERIOR ELEVATIONS. 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET — 0 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE I CABINETS 00 U- *=1N (.° 0 2x r >- Ln 00 FRAMING r=1N c r) Cfl O O 1 /2" GYP N `r' c? BOARD FIN. FLR. T 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER � o 04 N FIN. FLR. CABINET BLOCKING SCALE: 1/2"=V-0" 1 o n n� Cv � 'G �s E ^' —J . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W O N N it 0) to J J 0000M N N LL LL 0 M .�M. N W emu- LLLL -a Q N CM W U ix > a a 0 0 CLL .mLL Y 0� Z O Z .0 � W IL Z 2 E T � _O 04<Mz FO3 Z ❑m ❑�' ❑mUJ' ❑_ WFC M z N o _ Z N z o � Q � J M O- M z c w o o� Q -� o Lr) W� E �v) 0 U °' LLJ m E2 E I U °� • Q 0 OV) m s eo o W Cl) o Z LPL E o z o w� 0 ¢o =® U wa F^ X O " 0 CL O a¢ a Z �o 0 0� W z w� (O z y �o .0 01 J a ° <w �z N d o< ao 12 CL �w Uao oii �_ �3 o a ;o x zla ¢ �N 0 i 00 c 00 LL J Q O ~ c r 0 r Z () I 00 C) � M N T T oo T O ut N co T— c� o z z E O r a v � Q o a) JOB NO: 19-8536 SCALE : AS NOTED SHEEP NO. 2 12 5� HEEL 12 o 5 51 F4 T.O.M. — HDR HGT. TEXTURED o CEMENTICIOUS ao FINISH ON C.M.U. (TYP.) Zo F.FL. — ---- ------- -------------------- N 12 7�5 • r�] [71 E F�] D �0 711I1117 177 7 FE-] F = I FE—] 0 E 0 [1: 71 14'-0" RIDGE VENT 12 5� FRONT ELEVATION - Al 12 �5 SCALE: 1/4"=V-0" 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — T.O.M. — — — — — — — — — — --------------------------- HDR HGT. 6" FASCIA (TYP) 2'-0" 10 TEXTURED _ o CEMENTICIOUS 00 bo FINISH ON C.M.U. m (TYP.) — — _ F.FL. LEFT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. a O a .�x`''gq����'tiiBtt�fRfftf�� OI N CO �. • V� o ••, �0 sZ�s t?OFESa� 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. 0 9 8 NCJh00 � pD p 9 0 O N tT cO # N N W LL LL -J 'O LL # a li �LLN U- M Q 2 , M S W Lu R mLL 25 ° a o Z 0 0 CIL -0 Um 0 M C:p C: a� I— {{! mm�o M 01 c Q� ¢O W •j E rn o a I (n 2 < :3 N Q M Z U 0 Z 0IL .. ❑❑❑❑ W _ 0C, z N o Q Z Z � o m &now N Z ?� o � U 1 _J V CfJ d W O � a to w F C o �V) TC N r— O � V U °° w rn [2E O $ I I = U o y U)) YM lz< o LL_ EE o z j Wo¢z z 2 > rn Z® oa N ti O H rO — ti x as 00 oU o� O E N 4) i p ao d Z WW ro - z y Nm o ZZ J a aw 2 z u> o Z a O CL Cj w w oz �3 °zla= a o 3 0 CV > d' L •= 00 c N LL. N U C3i (D 70 C d' Z Ln oo M Noo r T T � ui N 00 y N o Z Z C E O U) r co d U J Q J JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. 3.1 0 00 c a 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5[:::�: Tnm — 15'-0" RIDGE VENT 12 �5 6'-0' 3'-1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- ------------------ EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1/4"=V-0" 12 �5 T.O.M. HDR HGT. --- �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — -------- TEXTURED CEMENTICIOUS � TEXTURED CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 2'-0" (TYP.) (TYP. ) 00 _r F.FL. -- — RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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. t►j�iri �����1111111t1t 1? O F E S S\O� Ir I I f I 111 11111W�\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q o pp 10 C,, 1- 7t O V N O Ij O C toN J LL N 00 LL , �°'V LL J a a Nco a LL N LL 6M w m m >mLL a aX0 11 0 <��, C) Z 0 @ w X m 0 0 0° W W m o�co m O 2 Earn �o Z IL U n NQM ¢O5 ac> Z H J 66 ❑0 W z � o z o z v ¢ J M d N M lJ LL cei . W o � U Q O Q) I ^^ v, WE C O �V U W rn — o g8 C3 0 U) d a ® 0 ry ¢ o & o c J w cow M U_ p � z Z 4 W Q E 0 Zp Wo Zm a� z® oa I— rD Q x 0 �a , ° o I_ N t0 L 2 00 az w0 ¢ ll Z rL ww m o z y U m o °- Z tt% -� N m < ° Q W z N a`ni 2 o Z 50 a m w V <o 0 oZ �k o J w <Q _� � 0 �o NJ co ct o¢ zla a 0~ 0 3 0 CV \W / 00 c 00 LL CV .-. cc C:) m N I\ W � V+ �' ■� 7 T LO C� I o0 M N r T 00 �M o Z E O ,- U � Q p � JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. 3.2 A 2 1" N r- Cl) N 2" N 00 C° 1� VARIES "NOTE: l. FOAM TO BE USED ONLY WHEN r- REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING r,N r Nam+ 12° CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 1'-54' 3/4" 1/2" RADIUS J� 1" 4" VARIES VARIES _ �' M v CAP N to 1" 1" 0 M 22, 12 VARIES VARIES 1 1,4„ 1„ 1 1/2" RADIUS 4" 34 4 rIV T MTa 1„ 1„ All, 4" 2 C N -IN co SIN 3" 4„ 4„ 2" T � M� VARIES 12 2' 2 SIN Ch 32 11" 32 1" 1" 1, 8„ 1" 2 1/2" RADIUS BASE • to N BASE 4 • rN 12, *NOTE: VARIES 8„ 2„ 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2" �N 1" 1'4' ki T 1" 2a 1 • 1-1/2" THICK All 1-1/2" THICK 0 N 4" 10" �m 24„ V 10" 6" al—1 2 N 2„ 4„ 3„ 6 2„ 2„ iv w CO 24, 1-1/2" THICK 32" -I� r 2'-4' 1'-10" 1y-4" 52' 1'-5" 52' _ 80 'iN17 TI V 1,4„ 3„ I I N �M 51" 4 4" 1" 12 VARIES VARIES 21 w - I C 22„ VARIES VARIES 4„ 8„ CN N 00 � _ R6„ r > TM 1 32 3 Q1' ° �, � j� 2 44 �� �, �� - KEYSTONE F11 b OPTIONAL 4- GARAGE DR. OPENING 4" oo _ KEYSTONE F11:A OPTIONAL �3" L3-4 WINDOW OPENING NOTE:INSTALL OVER STONE TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" � (V N 'vs„ 'v KTil" 121 VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14 1'-64" .4. 12" 11, 54" 2'-1„ 1'-12' 5" 4 1'-4„ 00 1 " _ t� � �. 3'-8" 4" T-0" 4" 101, 1,-4„ 101, 0 - CV 7" Ro iv iv (N (iU (V C?o M r n • , 1" 12, N O GENERAL NOTES: M � - • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH r� a rn 0 CV O N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a O V 8 N N # V Cl C) 0 M N N J J LL LL 0 H 2o70) N 7 LL J w LL � a C. Q N- fA M W N a Lu 13 ; mLL (n 0" d X Y 010,09 O O K 0 C ca 0 m m 0 a W Z I IL g Earn B o vmNo N Q M Z ¢O5_ Z U ❑❑❑❑ W V M � z N o � o z M N z o � Q � J M (Z O Wv) z " 0 �_ LL 4-1 U% Y� w n 0 � Q N �� � � ~ O U M w rn o z� Ci m m 0 < o sm o w M M 2 zos g z z¢ J � Q z o w o � m ¢ o Z® No V oaE 000 N E a�o� ¢ z W w i <o m0 Y U Oz Z J a 0 6 W z V7 y 2C, 8'2 z ao Q > w < ao aZ r- o aZ ' 0 'aF O cfl � o< Z Q O— U =N 0 'W ■ _ 00 00co J 0 m W T � T ■ t•� Z r L LO /� VJ 2 Qo C) M N T' T 00 T CU M ` o z E O .— d E U J Q 0 -1 JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. F1 W 00 00 0 O J M 00 00 00 a 00 C) 0 J tc M 00 I rn i a CL a N i F° E O v C N a� t� i ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA t 10 #12 copper to 20 amp ckts 200 AMP 01 #10-2 copperto WH 10 #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 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 cc 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 PEPP DUPLEX OUTLET ABOVE COUNTER �WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN Iwo EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) [Eg PUSH BUTTON SWITCH (OPTIONAL) 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 Owl_ ELECTRIC PANEL _I DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT OWNER'S SW� ITE T 2 I / ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE S.D. / / / u Mn I I I I I I / FAMILY RM / I G � ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I I I I I I I M f � I PA IO � 1 CAFE //�--GFI — 1 / PENDANT AS \ // PER SPECS / / ir> \ / CPAD / / WID H.B. GFI DISC. RECEIPT. FOR ALARM SYSTEM ♦ ■►■�. 01"MA 11 U.C. OUTLET FORDW--------------- U.C. OUTLET , N 17M 713111 DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS G I OPT. 14 REF. I I GI I I I BEDROOM 2 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE y / / VERIFY METER LOCATION WITH BUILDER H IRRIGATION VERIFY LOCATION rGFI @ 44" A.F.F. W H DELECTRICAL PANEL O I I I I 2 CAR GARAGE I I GFI FOR GAR. DOOM GFI GFI @ 44" I A.F.F. I I I I 11 I k1 / � I \ / GFI @ 44" A A.F.F. I ENTRY I I WP w Lmom ROUGH -IN FO) �L�li�l�BEDROOM 4 ■��,��OPT. CLG.FAN/ . a1 ROUGH -IN FOR LIGHT PRE -WIRE ELECTRICAL PLAN - ELEV-Al_ rn N 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 8 Co #W N0pd O N�LL N��J CO ®�rn ujaa �) N L LL o>a03 :Xm WmorJLL�o EU (1) �; m�C130 _ , 1111111111M W m ¢ � o En LL Z° C5 N F_ a Z < � U -A ❑�0❑ N O Z Q z � G — Q� � O N rNi o � 0 � LL � Tr M Gn Y w CL Q U a O cn c E N O r_ U 0° W r E 0 8 rR T 0 0 sm o CID w w¢ oa Z z g J 11 C6Q E ° z ¢ �O Z Z Q. <� X O a o� 0 OU 0 O o N i <. Wo OO WZ Eu W ::,N _ U o O, Z � Z m Q W z m '050 z a w (� 4 O �LL r o Qa ;o iIw a o� o 3 AV 0 C \W / 00 c N �QQ1 co J O l^ ` O 1..1� c_ 'CI" LO O T 00 M N r r 00 T C) E ^' M o Z E O Tcc f4 a E U Q p JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. 4 -- --11 11➢,A A.Ihjill 11,111. u:ls uAl I -- 11 Ti I H 1 �TT� 1 1 1 1 1 ATTIC VENTILATION CALCULATIONS - Al (TRA) 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 5Q. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of f ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) "NOTE"" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al 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. 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 I LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. i r � i 'j Ow A � c ' ` ; � j�' •"tea' '1 '� "O�s�`���y`,� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 1-00 Q M, 0 V 8 N N 0 0 0 MC NN t 0 J J � LL LL O M -p LL e J i'k W W LL LL n 0. v M > LL W u uJ aaQ:0 Cto a 2 p - WO 0-I .13 ix W T C N m m O 0 nM=) L'E60r-_�; LL i E� 0)N O < o a g d' 0 In 2 5z N Q M Z 0 U, J Z ❑❑❑❑ W V C) —G N O O QQN Z O Q Q d' — J C) � O M N Z a 0 o a N L-- E �N N o t U °° C — m E 0 8 i I a IV, = U 'o °m Qco ° C:,W co M J O Z � lA_ QE O h ¢ z o w o > o Q Z0 U cu <E w� OU '6 O E R ¢a az � OZ NM i ¢o p¢ W W� (p o Zz o y m O 0, J N O 0- Q W �z �n 3 0¢ ao Q w< nw U sir �¢ O oz a r3 �o CD V ZO a �N 0 .y i 00 ccc LL N O o 7 m T :fl � TT Z L0 O) M o r T 0000 m N M — N o Z Z EO r cc co FL E U � Q p JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. 5 Q N C a> - J rh W I o\ x rn C x 00 00 Q J to La 00 I rn a> v i rn 0 H Q N v a I d E O S G N i N U O G i ry+ O CL d: 0 J N LZ N N 0 0 a w 0 N N . o N W m s. c it 1'-6" 1. T-78" 6.-4$ 6'-0" TYP @ 1 STORY U.N.O. A S3 I"I M - 5' T-1 H.B.T 00 TO BUILDER 2) #5 REBAR �* 4'-0" 12'-1" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL 0'-0" PROTECTION WHEN REQUIRED I ■ I PER FBC I 35`4' 20'-6" 3-1/2" MIN 3000 PSI CONIC.� iv I SLAB FOR HERNANDO J COUNTY ONLY `' S3 r I I: S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-73,1'4" 4'-10" VAPOR BARRIER EDGE OF SLAB 2" o ■ I I 1:: CJ GJ : BEYOND WALL C Jr I IT I `s7 nioo 5-3" 3'-6" N r I -1 2 #5 REBAR () VERTICALS w/ in ............. 0 PT. OPT. D —G c) FILLED CELL I 1 _3 1/2" o • 2'-6"x2'-6"X1'-0" FTG ' W/ (3) #5 E.W. 3'-5.1 SLOPE 7. 11. (2) #5 REBARAinj T� I � 2'-6" x 2'-6" x 1'-0" I `�' :: AHU I VERTICALS w W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A 04 S3 FILLED CELL °I ici Ci ''_ '''' __j a ..: . . .. �s47 1 I2z/11 951s ■ ■ 4'-4" 2'-6'x2'-6"X1'-Y FTG W/ (3) #5 E.W. I 4' I L o (2) #5 REBAR / / INDICATES FILLED CELL w/ 3000 PSI I i / I PROVIDE %2' x 9" �' CONC. GROUT FROM FT. TO BEAM / �� RECESS FOR FRT. POOR SLOPE I S3 in VERTICALS w/ in FILLED CELL y1// (1) #5 REBAR VERT ABOVE SLAB / %/ HVAC CHASE I / / TOP OF CONC./ PAVER T BE 4" 4'-0" 4'-4" T-6" TYP @ ALL PLACES SHOWN / / BASED ON 0'-0" BELOW FIN. FLR. ■ • • ' ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED /i/ LOCATION I " W/ 25" EXT. ABOVE SLAB "GRADE 40 ::.:: : ; ; : . .......... ... ; STEEL" /�/ / -----•-----� 4'-011 / i 16'-10" ..12'-10" o 10'-10�" STEPS AS / / I PROVIDE 1 Y2' RECESS REQUIRED PER FIELD I FOR SGD. REFER TO / KITCHEN ISLAND MASON'S SLOPE FOR / / OPT. . `. " ...... LOW WALLS : . icj: 4 CONDITIONS WIDTH REF. : � �:1— ■ C�--r— ■ CJ �-I-I I r — — — T� — — — — — — — — � / / —_—--_---- —_—__---- — I I CHASE TO IS — — D — — — — — — ° I ! TYP @ 1 IFI t I ... STORY U.N.O. N ,- oo S3 ( I I D.W. I / I 1 i / �L �— if t t III � I A S3 T LO `n =—_ — — :: I / SINK / DISP Cl)+ t I 3 1 /2" / i/ 16'-0" 2144II 6-10" :: 0I-0t 1' :: ■ / t f co o0� tI it J ........................... ............ H.B� I_On 5'-4" .1-98.. _ T-28.. TYP @ 1 STORY U.N.O. A S3 2'-10.0 " 1 5'-1 -4" FOUNDATION PLAN MONO - ELEV-Al 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 SIN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN Z w J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .;: #5 CONTINUOUS ,�: ; :: •' •_ REINF. SEE FIND. FOR QUANTITY ;; ',,�; ; ;•; #5 X 25" X 25" CORNER • '�_: �' '•_�,: ; ; BAR ONE FOR EA. �_, HORIZ. REBAR, TYP. .. ... \ .:. U.N.O. • .,' ., .,L . "Alternate: \ The reinf. bars shall be ;�,; fir.,• ��,;.;; ;; Cont. around corner by cold \ ,,\•;; ,,\ bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" �0 t�vf7, •• LU O 0 x, :u F to 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. Ns W oo W Ir O U N et (O 0o N M N � l.L LL. pC� y N �MCA(n =LL J * W W �LLaa Nl a �?uM ai mLL W vim lit oW. Lo � Z a'� ��°' aY 0103 0M i�o W.=c:&(� 0: 0 W Z I IL L E&rn 0) �@ N 6 N Q c) z o a W 0 0 U H W z N o z o J M 0.. N N M Z v o �- _ rL Y LU W d O o Q _ Q) O N Un w� o to o � nipw � U °' � 2 e a $ r V O y 0 Q o em o c w M o3 Z Q U- L.L CO E CL z o M o oLL Z< Za o a E Cz O U l0 CL O U cz O Wz N i g ¢o �z � CY _ C U �o m � °¢ Z >Z to J < �Z N oa ao w o oz =a =3 c� To zla ¢ $ �N O .N W 00 00 LL, M N C ID m V C_ � TTV Vl Z r Ln T 00 M N r 00 O T E m � = N M \ (n N O z Z E O .v rcc = FL E U -j T q p JOB NO: 19-8536 SCALE : AS NOTED SHEET N0. 6 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 - 1 Od x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 1 320 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 Od x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 118 - 1 Od x 1 1/2" RT16A 1020 1160 9 -1 Od x 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH.1(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18)1 Od x1-1/2 J HTT5 4350 3740 5/8" ANCH.7 (26) 10dx1-1/2' HTT5 5795 5/8" ANCH. /(26)1 Od x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 1 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 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 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 - 1 Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 114" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 1 Od SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" HHCP2 680 1 570 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 / 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 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 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 ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS fl INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. QREFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—Al_ 0 C oY fill/p' "" �O ✓LU "� O F S l O,t� F S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W m � � v $ a� 00 4' N m0)rrpp co 0 0 O. a 00R N j ("% N N aD LL M -O _j W Lu ai •� tJ N LL U. 2 4 �? vi W Q ,6 eh w �u_ as�00 CUWC) W 0 0 o�CO Co2 W m � Earn � o a � N < z c� 00 z 00 ❑OD❑ W . 8 z Z c B� N M � a Cli Y o � a — O N .0 W� G E 0. �N v m LU E o 0QOcoM I LL_zE C o0 E O�� �o co O E O¢ as O 0, Z O CV It W Z o ¢a W Z -72FU 2 i rp - Y " mi O 0, Z tU m Q W S o¢ aO <2 W O 0 M III zl¢ aF �N 0 N � nL1 W i 00 c N LL, `° O V ^C+ m N W r 7 0) v, r z o LO M I 00 M N '- r ,- o ui w N CM 7- N o z Z E O E d r m a U Q p JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / j . O Safe vertical load Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 3 � 1 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T np FORM do GROUT SOLID O r W U O BAR CANT. 8F12-1 B/1T 0 Y' LINTEL DETAIL SCALE = N.T.S. 1 LE TYPE DESIGNATION F =FILLED WITH REBAR IN. R ' (1) RECIQD ALTERNATE POWERS GROUT /U=UNFILLED a ' = R RECESSED CLEAR STEEL LINTEL QTY. OF #5 O a REBAR @ BOTTOM OF LINTEL CAVITY i t ` .M.U. #5 REBAR AT TOP c's W a ^ , MIN. (1) REQ'D_ ° Q 1-1/2" CLEAR ~ J 8 F 16- B/ 1 T a z ° e 0o g Z e a a GROUT D r ^ J O Q L QUANTITY OF NOMINAL.5 a REBAR AT v, ° Q = — rn r j c.M.u. WIDTH #5 REBAR AT < O BOTTOM OF a ? ED— Q TOP O LINTEL CAVITY W W 0 X w \\ NOMINAL- —BOTTOM o = 0 o HEIGHT REINFORCING C ¢ C') m Z _ 7-5/8"ACTUAL PROVIDED IN Z- O w n D D 8" NOMINAL WIDTH LINTEL Q 2 8 3 �° L, �° 05 REBAR AT BOTTO AS INDICATED (VARIES) c~n 0r is MATERIALS-16 GAUGE POWERS . c— precas I-intels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per 8" aggregate 4. maximum 3/8" aggregate and 8" to 11" slump. Cgat a = 8" to psi slump. POWERS STEEL BOXED LINTEL NOTES ALT. ( ) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. Rebar per ASTM A615 Grade 60. 1. Refer to manufacturers specifications for installation.6. p Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) Q2 N 0 Z, O 0 rn 0 CJ 0 cV 0 0 V) w 0 m 0 O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4"=1'-0" Iol— RJ1_ i' SE cW � i C)'•� l� t1111iti1nkik"�� , To the best of the Engineer's knowledge, information and belief, the structural plans and specfcations contained within these drawings comply with the 2017 Florida Building Code - . Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 10 Q 0 O V N pp N # U M N N N 0N0 LL W J _. U. N � u- J d u_ a 16 W a Ul0 1 ID°c'u- W aacl�o -0nolZ p1)9X (0 a) O tY m 0 0 LLW Em_0 .B moo°_ Z N N QMZ ¢ O Z �d Flo ❑❑ W _ 0 00 QNQ Z p Q � cn � o N Z v c VJ IL 4 Cn Y 0 to w r e~ Ea U m d w � �— ` E oL ( ., 1! _ a8MIN s O N C ar Q v o O i14 I A r- CD w 1Z Cl) Z3 R> z —3 E =o Wo >m <� Q O E14 U a� Z© �¢ N O �a U K-. UO ❑ U UG ZCV o F aZ o Ww „OL C �¢ IU F tt 2 Zh ) J m a Q W 2Z a`ni $ z g° a z �k U ir0 Qo x r- O J = X c u a r 2N 0 ^L, W > 00 c N LL. co /O) SIC �70 T .� 0) V, Z Ln I o0 M N r r 0M0 T C) N W C N co T \ 6 c\1 O Z Z c E 0 Ch r `m c a U � Q p JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. 8 V t2 G rn v 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR, 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1, 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-1-P CONCRETE NOT EXPOSED: 1 Yz GROUT FILLED MASONRY: Y4 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 31122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL 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. +/- 18 ENCLOSED BLDG INTERNAL PRESSURE COEFFICIENT= 0.) 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 6-0" 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 ALL 140 MPH + 2g7 PSF / 39 ,-.6 PSF (END) U.N.O. STEM 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 90 +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 716" STRUCTURAL 1, U.N.O.IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP( U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF SECTION PROPERTIES. LACE OF PLYWOOD IS TO HAVE SIMILAR OR 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 IS SUBMIT RECORD. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF A 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN � SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 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 1/ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 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 / 4.5.2. SHEET METALREALACCESSORIES SHALL CONFORM TO: Fy= ITHG90 NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. COATING 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 TOINSTALLATION. 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 A 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 ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel' 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318,7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC R R318,1.5 Cncrete overpot�r and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. �e ® cc=:) �J SOWN r1' J O _ Zr: Cam\ «,`'? F. i1li�etV w 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. cp � 4 Co O e- co 8 cV O co .- C', it 4k ci Lo O O O J � N � N � ro LL• U_ 03 OQZ L WaJ 5�- "LL s�o0J 0rniM w 0mLL ofW Y 113 Z �. mmY29 WE ° 2�m_jocL02 IL IL 't m p < OOC 0 rW v ❑❑❑❑ M � zN z Z J M d N N M Z @ o 0 U U_ 'V) C_ry y w o0 J` Q) L/) N w r- C�, E N N U C° w 2 s 0 3 I zl�.. = o ° U C U)�� n 0 m rn �m w w M Cl)< I0 o Z 41Fca U_zo o _ E O oo 2 >m <� Z oa U a o _ O E XU a� c'Li 00U o tta N o ¢o 0 �❑ az �Z ate-. L ,p U) C z r "m m 0 O °z� J a 8 <w z to (n 2 w o o z4o J U a ,s U3 LL <�=G ¢ o � w F _ �EE z <Y �3 �0- C:) wa a 0 =CV nL \W c N LL O C .fl I oo M N '- r r C) N M N o z M Z E 0 r m c c a U Q a JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. SIN CORNER OF HOME GARAGE SIDE J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Or, 15/32" CDX co PLYWOOD OR � 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" 6'-0" + Z++ ++++ + + + +++ ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 90 2.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap i - FILL CELL STD. 900 HOOK BOND BEAM 11 I;n w `t STD. 90° CONT. #5 CONT. #5 I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from 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 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher th— i rnnlh 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 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 101-0 at bearing. TANK -LESS W/H /a H C G 0 0 0 5'-011 a - c� STUB -OUT FOR GAS METER 0 o 'n IT U F N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. ill -0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). *' SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Ica 3" 11 nr11 nails at R" n r Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT 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 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. — Ire "� 7=ROUND 611 A 1 2' ROUND HOLE MAY DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THANTHE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" 1'-0" 1 1'-1" 1 1'-2" 1 1'-2" 1 1'-3" 1 V-3" 1 V-7" 1 1'-11" 1 2"-4" 1 2'-9" 1 3'-2' 13'-7" 20 1'-0" 1'-1" T-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-71" 6'-11" T-11" S'-11 lr 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5 3'-T' 4'-9" 5'-i0" 7-2" 8'-4'" 9 6" 10'-9„ NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4• SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" 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. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d 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 BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)- NAILS 1 5/8"D THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -111—I 11—I 1 —111—" Nail with 10- 10d nails. I =T= Install tight to top flange. SLEEVE THRU STEM ° ° . a SEE PLAN FOR °• a • • ° FOUNDATION INFO " d STEM FOUNDATION rGRADE =1 Ir= C=f= nI AAI \ 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. /Vu l,rUiJt= 4 t1Yl1 SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�� LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w! (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a 4. d 4 aTGET�P=_Pl SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENETERED @ PIPE PENETRATION . A 4 PVC OR SCH40 SLEEVE PLUMBING LINE 4 a'd •d d 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 d 7 Q 4 40. d dG L' d a . T-• SEE FND. PLN. SIZE & REINF. 1 p� c_ rE * % OWN \ (J �J, I Cu --J Zz Eu0•'`� AR ,e� O F F S S 1 O�� ON 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. to W Q _ CID 00o N N � A 0 C) O m M W J * M LL O t<JLLrn� M~ N W LL_Jaa Q q M > LL W N aa�Y (3).SW �6)0, 0-° z C0 2 9 N 0 m m 0 W W :L�co 0 2 Ec'Y, <0 Qa ZIr IL N D N < M Z lY 0 5 2 z 0 U, ❑❑❑❑ W z N O z z J ch d O rNi v z a _0 LL i` Vi c f6 o 0 „, t., = E �Ln N �— U w M � o g z~ I o ° U ¢ see CD o w co M n g Z Z a Q E �z wo >m ¢R z0 oa cu (� Oti H o E X az " O o N g ¢o dZ Mw 2 '!5 (n C pY U <` m� � OLL 2 J w m ¢m Y Z �z rn p Z 0 Q O c- 3 ¢ W, <o a m w �G C Q, Y O CD L n}� 0WJ 3 0 cCV W \ / 00 m N LL c _1 J 0 C `0 CO CL m Ill— Z r LO � I o0 M N T— r o ai z . ✓` N �M T_ " N o Z c E O T7 C a. U � Q p � JOB NO : 19-8536 SCALE : AS NOTED SHEET NO. SN 1 3 a aci O J c0 tD 00 I i Q 0z CD v 00 0 0 J L0 I c i d1 3 a N C a E Hy N L 0 c J IlMiiiII FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INS 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 I INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL �r Mqu 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w! 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. s T-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.JAND 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE A APPLICABLE. d. 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.)NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1 LAYER TYPE II #30 (2) #5 CONT. ON 3" 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO () ( ) 6 x 6 W1.4 x W1.4 (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " °J ELEV. 0'-0" INCLUDE THE WALL OIL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 PITCH > 4:12 D ° A.F.F• O.C.) 2 ATTACHMENTS (2) LAYERS TYPE I OR TYPE II ° ° 4 WWF OR FIBERMESH WWF OR FIBERMESH a D. _ - 31/2" MIN. 31/2" MIN. (#15 OR #30) UNDERLAYMENT -III=1 I —I 1— m D 11=I I I-1 I (_ T— D I o ° a ° ° ° ° ° ° ° ° 4 a ELEV. -0'-31/2" z FOR ROOF PITCH 4:12 OR LESS. —a 11=I I �1I 1 11 I—U= e ° -- '1=,III-I���II�IIH�I—I' ° ° a ° ° ° A.F.F. °o —_ °—, PRE ENGINEERED WOOD I _ _ — ° ° ° 2x4 CONT.� ° ° — — — — 11= I I —I I I I I �I I I—III—III=1 I I ° ° e LL - III —III-' � 1/2"(min.)- 4" ° � III —I I �I 11=' 1/2"(min.)- " TRUSS @ 24" O.C. U.N.O. '-1 I I I-1 I �I I r I I° ° ° ° a e a ° N °° - — ° HURRICANE ANCHOR @ EACH -1 I �I I I=I I I �I I I=I I I I �I I ` ° ° ° ° a 31/2 (min. - 4 I I=1 I I (- TRUSS SEE UPLIFT SCHED. W/ , I =1 I �I I I I III- GARAGE DEPTH VARIES ° _ _ ( ) 8„ � 111=1 I �- METAL PL. UNDER EA. TRUSS ° ° ° 9 ' I'= -I MOISTURE BARRIER (2) #5 CONT. 4„111'-48" SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL C STEP (cD SHEARWALL NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION "= ' " "= ' " "SHEAR WALL" SCALE: 3/4"=V-0" SN1 SCALE: 3/4 -1-0 S3 SCALE: 3/4 -1-0 S3 FOR ADDITIONAL SLAB ELEV. VARIES INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N 0 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 "S" 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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 W �- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE CVco — D 6 MIL VAPOR D = z T BARRIER 4 N — c :I 1 T COMP. SOIL. ° (COMPACTED TO 95%— MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O.DETAIL N O CHAIRS TYP. 4„ V-8" (2 STORY), ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS � z M • ��I I I •y7� � ' I I III ll ,• ••. •r' —jam � T ' I I •., . a J.•' •'. 4„ 4" f e • ' T III SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GIP 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 00 f _ �I�II� 31/2"(min.) - 4" =1 I -III — —a I I =1 I �I I 1 I J I�—I I—( I I I �I I '' (2) #5 CONT. I II U.N.O. MIN. � TYPICAL BEARING WALL @ STEP / CC SCALE:3/4"=V-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SI N w/ BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8' THICK. K.O. BLOCK )10d L S (10) 10d NAIL (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD *SIMPSON SP1 6 1/4"x3 1/4" TAPCONS () SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] J #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM w/ (10)10d NAILS - ca 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR F w END OF 2" x PLATE TYP ,- PER MFR INSTRUCTIONS o D ASSUMED FINISHED #3 OR #4 REINFORCING BAR ' GRADE ;, D D ' D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a _' m a —III-1( I —III z Cl)D FINISH GRADE 2 [ GRADE 60 MIN. Fy= 60ksi] � 25" MIN LAP DO" MIN LAPI L. p . 1=III— I I I I_ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 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 r tr ° D II=III—III—III o II III —III —III—' r- MONO OR STEMWALL ° ti7 — D. I I-1 II 111=1 111� D • FOOTING MONO SHOWN ° - I I-� _ - w �— ° FOR CLARITY D D °o D _ _ _ _ °O 6 MIL VAPOR BARRIER — D ° 11=�I �11 I °° R 1 7/8" =1=1 I=1-1=1 I=1 ' ,�- ° _ I— I — N z T #5 REINFORCING BAR III . 11=1 1—=1 I-11 ICI 111- =11= #5 LAP SPLICE (2) #5 CONT. NOTE: I —III —III —III —III —III —I I � • R III—III—III—III=III—III- C--'4 )A *FOR BEARING WALL I=III=III=III=III=III= •' COMP. SOIL. (COMPACTED TO — _ W/ UPLIFT ONLY _ _ _ _ _ _ _ _ 95% MODIFIED PROCTOR ASTM 1=1=1 11=1 1=1 1=1 1=1 1=1 1=1 1=1 11=I 1=1 1=1 11=1 D1557)�-I I —III —I I 11=1 11=1 11=1 11=1 11=1 I 1= I I I I=I 11=1 I I=1 I p 4 1-4 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" v GRADE A. co — — C • -(1) #5 REBAR w/ OPT. ' 1 1 I I I -f -10 11= 11=11 I— Ill-SCREhN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS v CV ' M r A "—III —11 � 11� TI �I •,' ,. ' �.. ��. ` I i � �1 �. I I— Iv SEE A/S3 OR J/S6 � � I I =1 I „ I I I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� '-0.1 J CONT. BEAD SEALANT e � INTERIOR a.. a. -31� ., CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m ' op E E Nr M 6 MIL VAPOR � — I � — I• — —' BARRIER 'L �I —LI�f—Tf- =,1 fT ITI 1TI flf.�1� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 N 3" CHAIRS 36" MIN. LAP [36" MIN. LAP] 10" 8" 1'4' 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-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 -IN a AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR • % & LAYOUT DESIGN M a — TOP OF BEAM - - HTS20 SEE ROOF PLAN FOR STRUCTURAL — — — —° a : a a I FF ", (2) BEAM SIZE & N 4 —� CONNECTION INFO M ` 8 I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION o w ABU66 SLAB STEP & RECESS S.G.D. rM 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR) SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS d - TO FOUNDATION PAD a INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0 GRADE a FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 `I SIZE AND REINFORCEMENT) C7 III —III ° ° • III=III III f' =III I WWF OR FIBERMESH BRICK PAVERS or SLAB PER z� w o—III— —III —III= w O w v, w 11=III I I I=III=III Z p o = -1 = • •' • °• — — — = z Q a 00COMMUNITY SPECS LU - �'' I • • TING I= BEYOND PAD - • -3" MIN. CLEARANCE EE FOU DATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. I TAPERED COLUMN FRA ING rCD . Em 1,�4�i4lE6@flf� thew17'1§ eo WN °• 6 J O( ! o' 43 ✓see/:�J�IIII?gZ1'��4e��� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q "So co t 8 N roo � N # OM ® �_ Q "1 M mLL W rn j a s W O Z -.. a' Y Ot @ § � m c0° o W 2 E°'O' o ° 02 7' IL 0)9 V N NQc�Z Q O _ U H � z U ❑❑❑❑ W U � z N O � N J °7 M N z ° C5 u- (aw � Y n o a U c O V ° w c o �V MINrn U m w r m E O $ i I _� = o U o C u) ®� Q O w M M z p z z � Q E =o ,m _© E 0 F'z Q W� octs o 0 O N o ¢o az ¢z fu rn - zE 0 zE —' Nm Q°d w �z ul (n ow o� zo go a LL < to a � w =G r- 00 az wMj =3 c� � o C zl¢ a 0 �N W 00 c 00 LL N CU J O C U CD 0) '^ Z T 00 o � M N r T� .L 00 f o m N M -T-- y N o Z z E O r a0 ¢ o JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 Q -v v 00 0 J to LO 00 I 2 rz it a) s 00 0 0 J LO Lo 00 I -o i 3 a 0 i E E 0 `v J t� i (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY 1 „ 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 WALLMAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" TO DRAIN CL 2x BLOCKING @ EACH END W/ 10d @ 4" Q.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID 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 L_// 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.) L-ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 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 rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / d a a d a a ad o 0 8" STD. 90 HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION Ul 41 NOTES: 1D FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J Q r Uj T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d a d e a BOTTOM OF MOUNTING Bl POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x C 16" TO[ SIM 10d STL 2x6 FOF 10d O/C DOI CRI TYF SOLID AREAS ARE STEEL AND GROUT "ULL 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 FOP a GARAGE IOOR vvvn r nn�,n W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCKKK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS 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 (2) 2x HEADER SEE PLAN INTERIOR HEADER: 54 • (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. p0 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 12 (TYP.) T P•) SEE ELEV. SIMI SON SP2 wl (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS =__ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . 4�g., SPLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ (4 16d TOENAILS TO 7�P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+ F= 2240 LBS J�F SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 t2XSTUDS /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Si FOR ADDITIONAL DETAILS LINTEL 4 °a a 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 (2) 2x HEADER SEE PLAN INTERIOR HEADER: 54 • (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. p0 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 12 (TYP.) T P•) SEE ELEV. SIMI SON SP2 wl (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS =__ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . 4�g., SPLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ (4 16d TOENAILS TO 7�P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+ F= 2240 LBS J�F SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 t2XSTUDS /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Si FOR ADDITIONAL DETAILS LINTEL 4 °a a AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . 4�g., SPLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ (4 16d TOENAILS TO 7�P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+ F= 2240 LBS J�F SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 t2XSTUDS /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Si FOR ADDITIONAL DETAILS LINTEL 4 °a a INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 / LINTEL a SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BOCKING W/ 2-16d TOE NAILS r@L EACH END w U 2x TOP PLATE r 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NOW E BEARING WOOD FRAME WALL J S4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 W/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 W/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 112" 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 SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a I d 2X8 P.T. BOTTOM P TE G' I (�)5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL /� 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING N N 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM a Q 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN, 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. TYPICAL INTERIOR NOW E BEARING WOOD FRAME WALL J S4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 W/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 W/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 112" 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 SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a I d 2X8 P.T. BOTTOM P TE G' I (�)5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL /� 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING N N 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM a Q 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN, 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. O 'J a i /!`pe0 E�,i`1`tt11tE64Pf/ sili � ,\ � ° �� • Ito• < F O , •�' �`'• F�0 �� � >..... `•gyp, 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 �Co E �N co coato # O p O N va Y 1A 5"fV~Cc: LL LL 2chQ-p W uu 0) 5LLLL � a a M uj 0 W M 32 4@-, Z ) aO =mm� ❑W 0 ❑_ mom❑I- W2 ¢pOa mCU) E c� L 0j No NVQ Z 5 Z dQ ❑❑❑❑ M N M Z N O _ o� z� � M d N N M z (D o (� C', y W o o a O �N W f N N � o m U Lrn �u ` E - O m'•,. N C ¢ A o ®Q sm o co w COo w ¢ z 4 U_ g E E 1, �0 Z® C6 UO CD o< 1, �� az CV o ¢ L C75 C _ C p Y O m o 0, Z r- J ¢ ° Y Z z cn Q LL z a �w W U 3 ¢g =k C7 co zi¢ a = OO L =N .y ^L, W ■> 00 00 c co -j Q U vi 'OCD T Q .Q 0 0) T d' ■ _ z o Ln 0" 2 00 M N r .i. , o W c N M �i 04 o Z z E O 0 T- a E U Q p JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR TOENAIL W/ (2)16d NAILS 2"x4" OUTLOOKER @ 24" O.C. BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 1 Od x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER OUTLOOKER AND NAILING SCHEDULE 1 @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45' ± 24 MAX' TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ .• 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 FROMLSIMPSON FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ ' BLOCKING — -j ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD IEDGES w/ @ AND 12" O.C. FIELD 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 1 Odx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB S E CT I 0 N WEB, USE MSTAM36 w/ (7) 1 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S`CJ SCALE: N.T.S. Srj TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR f r SEE STRUCTURAL X-BRACING, AND TOP r "' CO NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION °° SHEATHING DETAIL 1 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES 60 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48 0/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING 24" °Q OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H1OAw/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA.1 1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE CROSS S 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. FROM ° FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2)10d EACH JOINT W/ (2) • TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END ` SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2) 16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H1 OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS r2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION SECTION 4 L3 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER - F@ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T' ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPA IN rD G) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 K' ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. 55 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIEN. SEEM/S5 CROSS BRACING DETAIL / J 12 6.9 MAX. SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT TOENAIL- W/ (2)16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM1OKTA w/ (4)Z MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. P� o l2l: CORNERJACK 0 Y a Q w z O U x HIP FRAMING REFERENCE PLAN 0 z W a_ 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL/"-6 SCALE: N.T.S. �5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ►1��1�1 IN■ �II�IYI■�I� NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING _DETAIL IN /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION n I� a 0 Wf S y . `, .� illatl '\' 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. 4 9E O e{ N N V FA O O O p7 tp M N N C 1 N LL U_ h N Co 0i♦ di -R ] T 9 t` a a — N a LL LL `o" a w w > m L a- 0 Z .` y V C O OF o: 0� = o �C� mmSo 0r-- m, W W IL m 2 E T rn o a 0 FC to 0 O N p< 0 g2 N Q M Z U J 2 Z 0Z U ❑❑❑❑ W z N z � � M a o z .o _ u_ T .O W n a o a C YZLn LU c E 80 U rn W m r W E = O 8 'I� °Is U o °� • Q 0 �m o co w LF M Z ¢ J U_ z o nE O w � Z' ❑a H @ O E x0 o< a p �� 01 N woo <omo E Z �� n CY U N of Z z CO m Q W 11 8< z go T Q W w ¢o W — o O Z¢ a U7i 0 �(V W 00 m N I,L c `0 J O ^ 0- �T� z (0 00 M N00 r .L. ,- O N 1- N O z E O r - m U J Q Q J JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. S5 3 Q v 00 O 0 J co L0 00 I rn S 00 N 0 0 J LO 00 I rn 3 a N 0 a v 2 2 `v C J 2 LZ P EI 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFE*.T. 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT MAX 8„ ` PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CAPPROVAL 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" 0 FURRING 3/16" 0 X 3" LONGFURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR ` AND NAILED W/8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED 16" TAPCON @ 16" O.C. & 4" °� 2X8 (TYP,) ` ' BLOCK@ SPACING „ 1 DETAIL xFROM EACH END w/MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL ` 0TD, STD. 90^ 90° HOOK (TYR) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTWEB HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. "2" 16 1x4 P.T. DOOR JAMB (REFER TO PRODUCTOM T DOOR JAMB (REFER 1/2" DRYWALLDOOR TE: t[B W/ MIN. APPROVAL FOR CONN. TO PRODUCT 1x4 LIL 71L E// P SHEATHING TO JAMB (REFER 6EGE TO PRODUCT T. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" 'x 3-1/2" TAPCON @ 16"APPROVAL FOR CONN.2 ROWS 3/16" x 3-1/2" 1x4IO O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINGJ NOTC F� @FIRST COURSE MPSON 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 ..Q'D MIN, 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /41' DETAIL +5 NOTCH WEB AT FIRST 2 COURSES E '' ` INTO 7—L BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATIONLED PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. QS—.") SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A_A =1610 # FOR 2 STRAPS :: + FILL 1st 4 COURSES SOLID WlGROUT EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" R 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 W/ (16)16d '. 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE •s BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION y 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA, END RETROFIT TRUSS DETAIL OVERRAN '' '' '•' `' CONNECT W/ 8d NAILS BRACE/BLKG. N: N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2 ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -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" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'Y2' WOOD ) () * DOUBLE 2X4 SCAB FOR 2'-T 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 OAF TO TRUSS TOP CHORD yqN .J MIN. 4" EMBEDMENT AT 16" O.C. + �FNGT 1 r-�° 5r-�° SCALE: N.T.S. SS 12 + + H PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + BLOCKING AS + INISH FLO QR ° 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED � ' „ EMBEDMENT INTO K.) MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + •.' #5 BAR �14 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH Z-0" 8" (5)12d NAILS SIMPSON SOFFIT + + �_ o p D ° ° °D. ° 10 � 9 H [::::CENTERED W/ - IN TOP X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 NAILS () 2X4 SYP1 EACH TRUSS e ° ° KNOCKOUT / N o °7 CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2x CONNECTOR �. _ _ MONO FOOTING . o ° PROVIDE 2 8 DIAG. BRACE BT PROVIDE (2) MIN. CONT. W/ .A . x (3) ° SIZE AND REINF. PER PN LA VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. �Iz 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 INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT 6 z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN LINTEL N ffTANDARDPRECAST °SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN °HOOK r TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" THRU OSB INTO 2 x 8 O.C. rr �• p. nr �r pr ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D ) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 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 SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD >- #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g�_0 EPDXY MIN. 6" EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F 3" MIN. EDGE DISTANCE `. ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP \ w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; P v a REINFORCING AS FOLLOWS: a 1 * PLA E LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. c r• SEALANT n c — — I �1T���IT� g IIIT— < � � , * PRESS PANEL REINFORCING INTO PLACE. — I v z #5x6 EMBEDDED INTO 6 MIN. LAP SPLICE W/ c o' I I I� _ EXISTING FOOTING � � (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL :.. REINFORCING PANEL — — < FILLED CELL SMOOTH. DO NO FURROW. `..' °. � � ° N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE o. v I I `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N p REMAIN FREE OF MORTAR. NOTE: "' _Z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C g • o ` \tea TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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: 314" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 0 0 .�,y��e�t1�6l�#Sf6�%�►�,����s qb Q ".e CO o� 0FESS0 `0� F��rrrclltl�,�W0 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. � Co IW- g �p Q O O O N N it 0 YM�o�WW y LL LL LL a a waw� a N iL a 1O " arc 0 0 W F_ Z m o m O o W mE°- ¢O W �'a' �a ag Z IL IL N¢ z U 0 J Wco 0013011 V M � N O O z z J M o M V)z o N _ � U-. Y w n U � a IL 0 ° w L/) C �o N = N o � v m w F— [2 E — O 8 0 N c � Q 0 0 sm o C JZ w CM CM z O C _I LL cd-E m zo as » Z� Z© C E co t 0 <= �O X U off U O D O o E N a ao ¢o & a �z L 3 r0 U) C O m0 F O 01 - C: —� N < y Q w g 2 f oz a0 In w o oz w< =3 '.0 QD �Y za a 003 C � N nL W i 00 ao N c �1. co O Q o 0) (.0 ' Z r LO 0 2 oo 0)00 o r E w M N i� 04 o Z z O ,— Ecc E a •• v _j Q o JOB NO : 19-8536 SCALE : AS NOTED SHEET NO. SS I , II IL . ! ;ii 1 t,li:a.wl,rLr 1T ...u. L 114, n I i IL,� I T T I] CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 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. Dg ­41 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS rri �- i vaa ` �rw� � � � .vvv r • uu TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH 3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� -----LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE —\ 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS �Xu SEE ROOF PLAN SHEATHING A 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN 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) JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING (2) SIMPSON HETA20 w/ (8) 10d ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE K WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 SSES GITAl .& (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C.bd (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 „k 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 @INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END (2) 2x4 FOR CONNECTION NAILS TO TRUSS FMIN. PPF TOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; 1.4. 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 g 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 TIE BEAM BEAM aC� RAISED ENTRY MASONRY WALL 4 SCALE:NTS It SIMPSON HUC410 w/ (14) L.SEE PLAN I. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/ON PLANM OPTION B CONNECTION INFO OPT ION C COMMON BM. TO POST ATTACHMENT rA 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 0' SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 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: NITS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 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 �. 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 Q (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rl� SCALE:NTS 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 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—� 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 W o / � f 1114co ��e1140E1B J �'■. E 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 the drawing pages bearing Engineer's signature and seal. 4 co co �0) _ 8 N_ r�pp co � N (0 &k CD O O 07 'D J J C N N LL LL 0 0 '?"'�� * # w w Q uj M 3�r W UJ ai �'U_ 3 a a W 0 > Z-OU)°'C .0 C) O W @ N ' O Cj m 0 r- cp m 0 z 2 Q1 pj ❑ a g v t6 co C Q g_ NQMZ U O U ❑❑❑❑ Z N O N z � Q o d n M 9 z .o Mml A0 U u, � LLr g 10 0 DLnLO ,,., 2 m v a 2 e V. C) ¢�o o co W Mz o2J z L.L Q E OU ¢ zo WO z zo a0 Z ❑ a i- r0 CIL x O G O Y N @ i a z Wo az a wwz �J d C Y mo Z > z U) J h m c� m cq Sam rn Q Fw 0 Zz ¢ OU 2 n w U a0 � xG r- o CD'a= w �a co �r < ° : �N 0 ^L1 W 00 00 LL. c cv O o a - r z r ■— z C)LO r = 00 M N o r m 00 ZN M T N o z m z E O E vi r- `m a U ¢ p JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. D 1 DO NO' BOTTO r=i eniri SELF -ADHERED FLASHING HALF ROUND WINDOW i ��i nw�a rwonuv�a SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 1'4" PER PLAN 1'-0" PER PLAN 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN SLO °a ° a ;t-, e d c °d SHOWER SEAT E AM SECTION -A (SEE DETAIL 4SHING SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF-ADHER 0 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING You OUTSIDE CORNER Q uJ M Q Z 'v g Z 0- a a LLI = Lu U W Lu _ IX Lu Q Lu W O 1 2 SELF -ADHERED FLASHING PATCH �HERED FLASHING 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 y I 3-1/2" INCH FLANGE �,� I T,� PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD &SEALANT DRIP SCREED PLASTIC ACCESSORY A a SOFFIT/CANTILEVER 0 SELF -ADHERED FLASHING INSIDE CORNER �Ground� Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) C o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB 7�V�SFLATH A 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 asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 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 I [W L-LA 0 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 seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Elm W� Co8 r'Co Q O N N # O 9 m� M N ti N* N J 0 LL LL 0 In 2 �a �LLr J # W W u-aa Sao mM ag W IL IL 2E°'0' �o Z m co p NQcoZ 6 0 5 2 J a T U 0 ❑C70❑ W V M z N O z o Q �! M � O M E3 z o Q) 4 f� Y LU J - tn , , r- E �N � U m u, m r- m E 0 8 =� ` = U o y G U) Q ` o o e0 4� a w M M U O � o Qo wj <s Z© oa F- x. U a F �o � O O N L¢ o woo a �w B in c o U m O of z ZCl)m J Q a Q W g z fn o� jo Q op a mw W owLL ao LL r- �3 _� >° CD � za dr °3 C N 0 W >_ 00 CD 00 I� co J Q 0 � �. C V _ Z T I,,,\ 1 O I oo C)T M o ,- 00 c CV M c� Z Z E O .- M a 0 -1 ¢ o JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. W P A N U) -Cu .�.. U N Q _0 CU Q O .� U = (� Cu � O 0 O O C O U_ ('� 0O - �Ca ^^,, •U) W L L_ Q (W� O �/�� Cn++ wr -. Mountiv�g B lots (10 i E W - t WIC Cross S 'wrt (Maybe cut w' W) 5eeAnOu►" ul RI ht' I�racte 1 a e O Bons 1(7'`01 A325 iio: > i Q F' O Q U 11T O L A/C if E Scum Edge ^' W H�rrtr�rrr� Strap � ('ypical� 3 i feint 1NsFti>3rs U m Self-l. kir Nutt � 6� cut to �� Left Bracket i 1l 1 �4 Self-l�rlIir Scrims ru brackets � ~ BackCro" Support Ir'r AIC Unit 8 om fide i '(Typical: � each tic for hurrkare u O � w ) �INFORMATION � ¢ z � c� SHEET NO. PA 1 EQ rTIM t r14,Self-Dril ling Scrms Fropt Cross Support t �' A3 FL17244 R2 ESR-3455 A23 FL10446 RS ESR-2606 HD210-2 FL17232 R6 ESR-3445 HU210-2 FL10856 RS ESR-2549 HD212-2 FL17232 R6 ESR-3445 HU212-2 FL10856 RS ESR-2549 HD216 FL17232 R6 ESR-3445 HU216 FL10856 R5 ESR-2549 HD216-3 FL17232 R6 ESR-3445 HU216-3 FL10856 RS ESR-2549 HD26 FL17232 R6 ESR-3445 HU26 FL10856 R5 ESR-2549 HD28-2 FL17232 R6 ESR-3445 HU28-2 FL10856 RS ESR-2549 HD410 FL17232 R6 ESR-3445 HU410 FL10856 RS ESR-2549 HD412 FL17232 R6 ESR-3445 HU412 FL10856 R5 ESR-2549 HD610 FL17232 R6 ESR-3445 HU610 FL10856 R5 ESR-2549 HD0410 FL17241 R4 ESR-3444 HUCQ410 FL11488 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 FL71473 R4 SIM200802 HTA20-18 FL17680 R2 Evaluation Report HETA20 FL71473 R4 SIM200802 HTT16 FL17324 R4 Evaluation Report HTT16 FL11496 R4 ES-0130 HTT45 FL17324 R4 Evaluation Report HTT22 FL11496 R4 ES-0130 HTW16 FL17244 R2 ESR-3455 HTS16 FL10456 R4 ESR-2613 HTW20 FL17244 R2 ESR-3455 HTS20 FL10456 R4 ESR-2613 HTW24 FL17244 R2 ESR-3455 HTS24 FL10456 R4 ESR-2613 HTW30 FL17244 R2 ESR-3455 HTS30 FL10456 R4 ESR-2613 HTWM16 FL6223 R4 Evaluation Report HTSM16 FL11473 R4 SIM200802 HTWM20 FL6223 R4 Evaluation Report HTSM20 FL11473 R4 SIM200802 HUGT2 FL6223 R4 Evaluation Report HGT2 FL10456 R4 ESR-2613 HUGT3 FL6223 R4 Evaluation Report HGT3 FL10456 R4 ESR-2613 HUS210-2 FL17232 R6 ESR-3445 HUS210-2 FL10856 R5 ESR-2549 HUS212-2 FL17232 R6 ESR-3445 HUS212-2 FL10856 R5 ESR-2549 HUS26 FL17232 R6 ESR�445 HUS26 FL10856 R5 ESR-2549 HUS28 FL17232 R6 ESR-3445 HUS28 FL10856 R5 ESR-2549 HUS28-2 FL17232 R6 ESR-3445 HUS28-2 FL10856 R5 ESR-2549 JL24 FL17232 R6 ESR-3445 LU24 FL10655 R4 ESR-2549 JL26 FL17232 R6 ESR-3445 LU26 FL10655 R4 ESR-2549 JUS210-2 FL17232 R6 ESR-3445 LUS210-2 FL10655 R4 ESR-2549 JUS24 FL17232 R6 ESR-3445 LUS24 FL10655 R4 ESR-2549 JUS26 FL17232 R6 ESR-3445 LUS26 FL10655 R4 ESR-2549 JUS26-2 FL17232 R6 ESR-3445 LUS26-2 FL10655 R4 ESR-2549 JUS28 FL17232 R6 ESR-3445 LUS28 FL10655 R4 ESR-2549 JUS46 FL17232 R6 ESR-3445 LUS46 FL10655 R4 ESR-2549 KLEG3 FL17241 R4 ESR-3444 LEG3 FL10667 R5 ESR-2615 KST260 FL17244 R2 ESR-3455 MST60 FL10852 R4 ESR-2105 LSTA12 FL17244 R2 ESR-3455 LSTA12 FL10852 R4 ESR-2105 LSTA15 FL17244 R2 ESR-3455 LSTA15 FL10852 R4 ESR-2105 LSTA18 FL17244 R2 ESR-3455 LSTA18 FL10852 R4 ESR-2105 LSTA24 FL17244 R2 ESR-3455 LSTA24 FL10852 R4 ESR-2105 LSTA30 FL17244 R2 ESR-3455 LSTA30 FL10852 R4 ESR-2105 LSTA36 FL17244 R2 ESR-3455 LSTA36 FL10852 R4 ESR-2105 LTS19 FL17219 R2 ER-0200 LTT19 FL11496 R4 ER-130 LTS20B FL17219 R2 ER-0200 LTT20B FL11496 R4 ER-130 LTT131 FL17219 R2 ER-0200 LTT131 FL11496 R4 ER-130 LTW12 FL17244 R2 ESR-3455 LTS12 FL10456 R4 ESR-2613 LUGT2 FL17240 R1 ESR-3447 LGT2 FL11470 R4 SIM200803 MP3 FL17244 R2 ESR-3455 LS30 FL10446 R5 ESR-2606 MP34 FL17244 R2 ESR-3455 A34 FL10446 R5 ESR-2606 MP4F FL17244 R2 ESR-3455 LTP4 FL10446 R5 ESR-2606 MPS FL17244 R2 ESR-3455 LS50 FL10446 RS ESR-2606 MPH3516 FL17240 R1 ESR-3447 WM1416 FL10667 R5 ESR-2615 MSTA12 FL17244 R2 ESR-3455 MSTA12 FL10852 R4 ESR-2105 MSTA15 FL17244 R2 ESR-3455 MSTA15 FL10852 R4 ESR-2105 MSTA18 FL17244 R2 ESR-3455 MSTA18 FL10852 R4 ESR-2105 MSTA24 FL17244 R2 ESR-3455 MSTA24 FL10852 R4 ESR-2105 MSTA36 FL17244 R2 ESR-3455 MSTA36 FL10852 R4 ESR-2105 MSTC40 FL17244 R2 ESR-3455 MSTC40 FL10852 R4 ESR-2105 MSTC52 FL17244 R2 ESR-3455 MSTC52 FL10852 R4 ESR-2105 MTW12 FL17244 R2 ESR-3455 MTS12 FL10456 R4 ESR-2613 MTW16 FL17244 R2 ESR-3455 MTS16 FL10456 R4 ESR-2613 MTW18 FL17244 R2 ESR-3455 MTS18 FL10456 R4 ESR-2613 MTW20 FL17244 R2 ESR-3455 MTS20 FL10456 R4 ESR-2613 MUGT15 FL17240 R1 ESR-3447 MGT FL11470 R4 SIM200803 NFM35X12 FL578 RS Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) October 11, 201 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.8 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0f-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +87.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225,5 +67.0/-67.0 psf ThermaTru FiberClassiq Smoothstar, ClessicCratt, Rustic FL7640.1 +67.0/-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 WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Resldential WmdCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 165 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 165 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA PGT Series 5500 FL281.1 NIA E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.01-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERIAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 WA Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032" Aluminum Gulflok 18" wide roof panel FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA All American Shutters &Glass Galvanized Steel Storm Panels Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A f inspection of these products, the followin information must be available to the inspector on the The products listed below did not demonstrate product approval at plan review. I understand that at the time o p g p Jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation page I of a Florida Department of Business & Professional Regulation Pegs 3pf8 Building Codes and Standards 12022018 Building Codes and Standards 21?R018 Product Approval Application Detail Product Approval Application Detail Casing Entity or )Z,$tr, $gjg Data Pending Diu MINES Code EntlN or Ua fZgtq Date Pendlna 9AI im version Manufacturer Contact Engineer&ueanss Validated By Vandated Submitted FBC Approval A9aroved ,statue Lila Version Manufacturer Contact Engineer BLleenae Validated By Validated ,Submitted FBC Agamvai Approved statue Revision 2017 Thenna-TN Corporation Rlck VMght Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 1 D/152017 071IV2017 1011SM017 12(122017 Approved Revision 2017 Therme-Tru corporation Pock Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/132017 12/132017 121212017 021132016 Approved Category: Exterior Doors (419)298-1740 PE-43409 (813)767-6555 category: Exterior Dream (419)298-1740 PE-43409 (813)767-.6665 Subcategory: Winging Exterior Door Assemblies rickwowbidgconsultante. Subcategory: Stinging Exterior Door Assemblies rickw®nwblagconsutalts. Compllance Method: Evaluation Report from a cam Compliance Method: ttieluedon Report from a Co. ors censedFon Florida Registered ArchProfessional Florida Reglawed Archie d or a Licensed Florida En Ines Professional Engineer : F.Le2e461.{S1:Prbdudta DualltvAssurance Approved for Uss Appmed for Use Imaa9t Deaj- DualltvAssunance Approved for Use Arm-rifar U:e Impact Deal -Pr -duct Model. Number or Name Product Description Contract Expiration Data In HV♦Z Outside HVHZ Bash Pressuro Seai product Model. Number or Name Product Deacrlotlan Cemnet Exolratlon Date InHVHZ Outside MVN2 Resistant Pressure 1 a. The-Tru Fiber -Classic arid Smooth -Suer Nominal 6039;8 &quotNon-lmpad&qua; Opaque 12/312020 No Yes No WA 1 a. The-Tru Rber-Classic and Smooth -Star Nominal 6&a39;8 &quotNonampad&quo1; Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Single Door Composite . Edge Fiberglass Single Door 0nsMng/OutsWng; X configuration) pnwAnWWswlrg; X configuration) 6 f. enme-Tru Fber-Classic and Smooth -Star Nominal 8&vi &quota on -Imps quo[; Opaque 1213lr2= No Yea rib NIA 6 f. Then &Tru Fiber -Classic and Smooth -Star Nominal B4d39;0 &quoljJon-1mpact&quoi; Opaque 12/312021 No Yes No WA composite Edge Fiberglass Single Door CompositeEdge Fiberglass Single Door tswln X cod ureton mvvm56R; Qnswing0ifinving• X consguradon) 9 I. Therma-Tru Fber-Classic and Smooth -Star Nominal5 &qu.tN.Mmp.claquoC Glazed 12/312020 No Yes No WA g 1. Therma-Tru Fber-Classic and Smooth -Star Nominal 6&*39;6 &quotNon-lmpad&qlw; Glazed 12/312021 No Yes No WA Composite Edge Fiberglass Single Door Composite Edge Fiberglass SIBIn Door Composite trmamng/Outswing; X configuration) vv 14 n. Thermo-Tru FI .r-Clesslc and Smooth -Star Nomml 8%0 &quot;Non-Impoct&quo[; Glazed 12/312020 No Yes No WA a Door CompdgKidsvoe aa Composite Edge Fiberglass.Single Door flnewindlOutswbta: X conflouraonl (InswinglOuliwing; X cdmguretlon) g: X configuration) Florida DeparUfem of Business & Professional Regulation Papa t w+ Building Codes anct Standards Ilmd,e Product Approve[ Application Defe[l F2d152ikLd 220 Lattor gait gm gab Fwl■ gait mm Ysmlm Mw g0aiw Vaadabd By Ydddd 31gleaftif F A■roved am& Revision 2017 Tnemu-Tru Corporation RickvNlght MoUNMACOVd40ons Ryan J. ling, P.E. 12F2=17 0002V2017 1212=17 Approved C Wgwln Exterior Doors (419) 299.1740 Morns mnaa teedlift (813) 767.8665 SdCWRM. SwMgikag Eolerlor Door Asaarneba ddavorstaboomesaftans, companies Modwd Cwre600ton Mank m LMdg can Ameninval for.Use Asauedfor .ties Jm o helm Sea PmdmctDe do a GaMaaL■iaDub IniOaQ: oubmeEWtta Paw■ t a. BgwkCNaIaCMBquot and &quokBWMMw t by 64 and 810 Opegrw and Glazed Fiberglass Dow with 121312021 No Ya No WA Therm-Tru6quot and wtlhoul SMaap. Inswing and Ouavdrl6 Florida Deaparimant of Business & Professional Regulation Building Codes and Standards Product Approval Application DsWI P.pa 1 w 1 1412018 Florida Department of Business & Professional Regulation Pap 1 a 1 Building Codes and Standards f1&m,e Product Approval Application Detall FLStBSU4tg13b�t gm Eok= got 291 ■Is.EMOR a& E gWt g aWta 2AM Quit plain Peeress, 20 13dlilii�i gam Ire■ YmIaO ManIAMAae 99" l■MwlLt■r NW M" lod" AIAIMWW FOCAeoaal Averaged Wise I= V-100 MemmMu[ glom{ Idow AROMM Woe he Ytato Meldkdm Revislwt 2017 MI VNndo es and Dons ewdsmaw Luis Roberto Loma eleven M. Udtll, PE 06013/2017 08N 12017 08/162017 10110t1017 Approved Revision 2017 Mt V*KWn and Doors arwd Selgw Lug Roberts Lana Shaheen M. Ukkh, PE 08/1312017 W IM017 01111,111,12017 10n02017 Approved Revision 2017 MI Wkdoew and Doors Cateaay: OMor Door (717) 3063300 PE-02514 QM 317-84M Category: Exterior Doors Q77)9863300 PE-62814 tDoon NdaCaleemy: Slang Elderar Door Aaewnblsa meld; belaagwO+awd.can esACategory: S8dM8 Broader Dow Afownbla beMngmen eve" n etbcateawry: 8dang Exterior DoorAarembda CoanpBMMa Merha@ EvYwtlon Mom a compensate " " I Evaluation Report then a Cempeana Macleod; Evaluaon Rportfrom a Flodde Registered Architect or Lkwnassd FW W Pnfaalwal shoves Florlde Registered Archbect or Licensed FiorMo Proteabnel Enynwr Florida RSVMK*d Mhilect or a Licensed Flodda PnawbrW Erapkaw FL&1633UM Processes A�brunt Awaraved JbirUse ImaME Qlaim 2vwkAnwme A■rmW.IgSNs Ammoved for Use lm■o gelds Egad Is-NedeLeramarwma Islnta DbW@ Film Paw■ l!a! Proclunt Model. Numbear ar Hem Producipowdoum tAtEmwadmDWA In10Qli ommwo-Hm EWeta PIstl1■ sea!Prided Model. Number or %am 3 SERIES 420 ALUMINUM SOD RENF0RCM SERIES 420 ALUMINUM SOD REINFORCED OXO 12Al2ots No Yee No WA 4 SERIES 420 ALUMINUM SW RENr-0RCED SERIES 420 ALUMINUM SGD REINFORCED OX, 1213112018 No Ya No WA 1 SERIES 420 ALUMINUM SOD 146,3148,quaOSS8quot XO, XX 988quotmkuot Florida Department of Business & Professional Regulation page t a l Building Codes and Standards 1161:11(+e Product Approval Application Detall 19JB9IIP-t 226 mmkx gain 209 2M.Lm" a* Must version Mandnta3t gsota d lov ore YeWMiW ®n Ydd" atlhettd FaC AMMW Aeta3Nd lime Revision 2D77 Clam&Aft PM&mb Cap-y Mark VVabrseM &MA@k Teetlrg services NA Gary Pleahler 11,7M17 O fllowf7 1206=17 Approved Calendar. E "W- I Doors (513) ring-som Ind. (513) e1945M Su6CoagaP: lNeAl ll Ev aitr Door Aoeembnss nWWte, ideWpey.own Complbrw* eAmtt Cassoason Mark or Lk" FL#IEZn4t§ Producer QMLULAaMDeO A■roved for Use Assented for Use Im od gm■ gel Em6idxgmLmNhKgLmm emaEL20200 GotodAWARIODimi&lD08 ouhMHVIIi EmmM EMw■ 37 037 VP-W PAN-21P761: MA, 94, 73, 75,1500, 190, 7& Sb*I Pan (min• 26 go,) Sigb-Car (up to ST wMe) 0521202s No Ya No •30 PSF1-W 76V, 4RST, 4RSF, 6RST, SRSF, 2RST, 48, 42, 55, 486, VANOCODE8e174; W6 Games Dow PSF 420, d6S, GM GMV, (MISS. GRSBV. AMS, ARIISV, ED5s, EDSSV Florida Departnierd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail RBIAZMM 20 rostra[ BM Yerua anmAnaor g1uM l■keKlLlraea YeadaiW®t Revision 2D17 CWpaq Fulding Prack" Company Mark V*dWftM In al it Testing servloa NA, Gary PWftr Category: Exterior Down (513) TM40R Inc. (513) 5194Ms6 st+DalleiiSa kwedExWkrpowAaaweaa nMaWMMOdopey.oae Caeglrwe Molm& certification Mark or Ltelktg Pya1a1 115410110 20 go RdLanf■ gone YIWA%d AWKS W EBgdaa®al A■mwd iota 117291017 01111101211117 12JIMM17 Approver[ 20M LAw Amomtl for Use Awarganall liar Use imow me" gel ouldolaali Emma Eta a3 0531M5-16 PAN-2F153:84& 94, 73.76. INC, 190, 4RST, S" Pan (nag. 25 go.) Dw6a�Car WT to 18'0' 05212028 No Ya No +30 PSF/JO 4RSF, OW, SRfF, 46, 42, 56, 48B, 42S, M, GDse, wide) VNNDCODE&M74; We Quip Dow PSF ODSSV. GUM. GROW ARSS, ARSSV, ED58, ED68V rioncia Ueparimenl Or lousiness a r'roTesaonal meguia➢on Pegs Id 2- Building Codes and Standards 17/iv2016 Florida Departlnerd of Business & Professional Regulation p.p.iwl Building Codes and Standards io+e Product Approval Application Detail Product Approval Applkation Detail toes En6N or Dot( 2a Data Pendlnu 2& MAJIS37417 III Version Manufacturer Contact Enalruer&Llcenae Velldatad By Validated ,Submitted FBCAoomval Aeoroved Shwa gam LMItR gait gait gmet■dba 'gm Revision 2017 MI Widows and Doom From Sltlinger American Architectural Steven M. Urieh, PE 1V=017 12/132017 01/082018 :Approved he vanes. MWdKAOL QmMM PBgtaM[iLHfOa! Validated a. YeWWW aahmim F CAmme[ Aaareed alma Category: Nand- (717)365-3300 Manufacturers Association (717)317.8454 Revision 2017 CURRIES DWMm ofAADO, Inn Dadra Dew UL LLC Ted Femora, PE 11202017 102Ym17 1210=17 Approved Subcategory: Single Hung bsi linger(Mm1wd.com Calsoory: Etdatbr Doom (64t) 494.2844 (305) ON4707 Compliance Method: Certification Mara or Usting sebCtabsogr: EAKW Door components CaianceMwlwbCMtllic4tlMWk onorLYag g dwo duBeQNN b*,w m - - - F1*7�pp, Ri a.cfk p - ou.liriAssurance Aomoved for Use AOaroVedtm Use Imoecf Deslbn 9aae Product Model. Number or Name Product Desede= Contnet Ex Ina -Date In HVHZ Ouhttlb:= Rasiekent pressure gmwmLAwI A9s1aedforU■ Amor-rillmJMt lmma Qetlm 2 185 SH 52x84 FlnrFlange Frame IG/SG Single Hung 10109/418 No Yes his +601-60 seal E InHVNZ gukwLt afi EWiW Pheadess 1 WTI 707, 727, 747, eed $47 SW9M W Palo of ooze* PWM, closed, and Louvered single and pain of 12131n225 Y" Yee Yes WA Frolow mew doors. cede hat YeMMn ( Revteloe 2017 MI VYkWd end Does Catepwry: vineduw4 suwCetegory: Fixed Cananpaawe Ilatlnoor CertlAoWo l Mork or I N% FL#183414W Pressler anal 1 les Pw Florida Depertrrie t of Business & Professional Regulation Building Codes and Standards Product Approval Applke[lon De[aH pagatal I1am,s t So" gate gat 2MLMD ■ gee gads gaunt lawao.a.Llret Iddd" ydiw atieLtd FOCA■MW AWAM IWO he )palm umdubm &ved senow Armncan ArobiedurW Steven M. union, PE 12/312017 1201/2017 011042018 Approved Review 2017 POT Industries (717) 3BSa3W ManubdwemAeeodolbn (717) 317.6464 C.bgivy: VNalaws beEW4KOmWxLocm SubCateaaxy: Feted CompI i Modo&Cw88oaUm Morkw Lteag A■■tedfor tin AooteYed.for Imou 229M s 20 KI M 2NMWLtwa ANN" PMaaat seal 73 x 721aubeed Gten 0411=111 Na Yee No v6W-60 9 PVVd620 (Lwgb Missile MpoaO Florida Department of Business & Professional Regulation Pap t a 1 Building Codes and Standards 1111=18 Product Approval Application Detail zon is get 21k ROLem l■ get gaud E■taai laps mmumm YAIO W ldO W FOOA■mal AaamrW Who Dan Rued, Mbml-Cade 0000-CER MWmW3dds 0000-VAL 12*4112017 120111120t7 12252017 Approved (941) 466-0100 (78M 316-2500 amariit�pedttabtesoom 2MWkAware Aoaaalftylt A,,ndf,,U- kna gore EMONL SmotrtJ MkINm811 t1QRQ Qaithtt= Emma Paw■ Will Fixed Wielder 017304M Ya Ya Ya WA Florida Deparhnenit of Business & Professional Regulation Building Codes and Standards Product Approval Application MISS! Py, a, +1&m,e Florida Department of Business & Professional Regulation M9a l a l Building Codes and Standards 1m/2ote Product Approve[ Applkatlon D@W E4ize4am gads Lours gee got 2OLbuft am EtdlJF1�ffi 2m Boom gat Anne thes Pwtb¢ gm mm YeMty M11adL glum LmIrKAIMM Yeiddmm ModmW alb FICAoearm Wee I= V,,I n MuldnA■[ raw bWMKAAJ� Ylldmdffi Mddmd Anne" FBC Arrogated AounwW Wit Revision 20117 ThwnwTnr Caporatlan Watt Wright Lyndon F. SdnNM, P.E. Ryan J. King, P.E. W11102017 101111=17 IOMM17 12/122017 Approved Review 2017 MI VMdows am (leas &ant SKnew Lute R Loma, PE Steven M. UMio . PE 1023151111,17 1011612017 10262017 12M22017 Approved calendar. ExbrWr Door* (419) 2WI740 PE4MW (e13) 7674155s Category: Ydka0ovls (717) 36S33a0 PE-02514 (717) 3174MM :sloths W 8wkgkg Exterior DoorMnmbles ddoal@mhlg9mrwutenM. srbcalsowi : Musone beenprOnvwO.am Caalplternoe Malawi; Eva uMW Repaid From ■ atom Comptmsn Matted: Evanston Rpodsom a Film Registered Actnned ors t. - , Flat Me FWrica Rsyamoe Amhaeo ra Lizenad Florida pmb=iow enor Profwbnal Engkwer GaiM!lredese gvwkAw■oae AMsayWlaStn A■toftdfor Ue Mmtai gram "$Sam Produces gddeMtAwe■eApprovedillortles Alawaysell forUse lmoM 21MMn ANSI P ExpM gt M.M= ! Pawn lava EramatQradmtn M.lQfil Ooutside Kim EeWw Er>een ;F6ak6W 1 a.&quo wChok, agrptBnwomftr&*Ot, SWW,68gwtknpsoMquok Oared Fla glace 12012021 No Yale yeas N/A 2 5764 Vertical Akaraan Musson 121d12018 No Ya Yale NIA &quotdaNu4fwwuot or&"*clrsw4" Single Door- 001nw4ngi or Oubwkg ConSguratlon RUNDOMaat Florida Depaftn iii of Business &Professional Regulatiion Page I or 1 Building Codes and Standards 111112018 Product Approval Application Detail Anoka got gW 2*J!M ■ go goad EsairKWLlrae Yaihttdm YaiMMW aaheLtd FOCA-mend A■MN AMR Brat srngK Lute Robwb Lama Steven W union, PE 08,132017 Can 12017 0s/7S2017 IORO 017 Approved (717) 3663300 PE-02514 (717) 317-MM bsengerOrdwdtxm Qosft Assurance AnofflodilbrUsil Anownd for t■rt 2kft Pmhlo Inseminated ginkambmbmmLoo hill assistant PNe SERIES 420 ALUMINUM SGD 0X0 12/312018 No Ya No NIA 14634&quatxm6quot NON -REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applkation Detall FLU gedt ENWtar he vendors corm Emit ra-LMOM VaNdKedBy R-WM 2017 na rma-TN Caportlbn RIdcNMgM wWM 1ACOVdb ion a Ryan J. IOp, P.E. cleanmy: EdwW Door* (419) 2WI740 Lim son as h atlMle (1113) 767d666 E:hrbr DowAewmbb* amcargiery: SwingingddwOrsbldpooneu6nb. Compltenss Matlbd: CwMkWAOn Mark or LMN 00111 p.paiwl IAMIS gW 20 DOMPOBCFM Ra Valddod 8,,bmlftd FOC A■raxai Aoatsaad ales 12/20r1017 09212017 12222017 Approved AFL! P h1JilDai�� 90111,1111S.trim Bohm 9seMR 5 a. BquaCBnloWN SfmiquoC end &quot bwAh wk by 618 and W Opaque and Gland Fbwghn Dow wish 12/31=21 No Ya No WA TMlms-TrWquot andwaled Snadise.lveml readdbleft 13ra1 cede h■ Ymlm lamdectmlG Revision 2017 Mi lradoais and Dose calenay. Ededar DOon MabOwleay: Sating E3rwar DowAnwr"n CompWna MWW* &OJM n Report *am s Florida Repbwed Amhaad as Lbmw*d Markis pna mlaW enynee, FLiM&3324t4 Produces Bag 2 SERIES 42C ALUMNUM SOD Florida DepaMtent of Business & Professional Regulation pas.1 or t Building Codes and Standards lmmis Product Approval Appilieadon Detall a.1111 ;!» Ei 916 aft or got goo goes Panama go rd* he Version Numblom EDWO KiMRr vamomm IleldAm ameaW EmAmtraal Aon oW riha has ltmlm llwlira■r Revision 2017 MI Vledww* and Door* atom &Imam Lug Roberto Lana solves M uAIdL PE 0811312W 7 ogre i ADI7 0S11S2017 10/t02017 AppmM Rosman 2017 POT Industries CMWW. Exalter Ddon (717) W54t o0 PE4W14 (717) 317.8454 ordinary: Exterior Doom su4Cat ewin ending Exacta Dow Asmarmes bsMn pron*xLoom aY6Crtegay: Saorp E*vWr DowAaeanOssa CaalpWwa Modm* Ewkmtlun R*ped tom ■ conveMna MaUwrt Casseabn Mark or Lidkg FWrida R-g' - Amhbd w& Lkwmd FW W PnlaMatW Engiktar FLIM4 Sam L lea a PrpdMOnoduUm Dan M.IDM QJdIhM f VRZ Emma Fawae 10 SOo 5670 N a* Musses In pose s SERIES 420 ALUMINUM 600 REINFORCED SERIES 420 Al.War4UM $Go REINFORCED XXX 12i312018 No Ya No WA 143&quorJ6S&qu0l; Florida Department of Business & Professional Regulations Building Codes and Standards Product Approval Application Detail 20 sultz Revision 2D17 claw atedinp Prwkna comidwy Mark VfasYaBoM kderbk Tatlng eavkes NA GaryPanhar CftW. Eadartor Doan (513) 7704= Inc. (513) 51945M etbpa9ory: Sectlonal Exterior OWASSWOa nwneWMM®doney-corn Caparewe Maher: certification Mark or Lteag got gat RdLbm W gone Ydddk atuhmod flgd■mal AROMod riha 11/2a2017 611011312017 12A15I2097 Approved gobLagoom A .4Ma A■[mIW.M[Le Imaw gm■ area! P goobaEtt i&tl10ii 4ldeMellQli EmtM EDIw■ 65 065 Ve-09 PAN-2F1S3: 73, 7a, 8K 94, 42, 48, 425, 40B, Small Pan Omen. 25 ga.) $bVW-C*r (sip W 9'0' wide) o5212028 No Yes No +36 P8FH2 4RST, aRST, Goss. OR68, ARSE, EDSS WNDCOOE891Z4; Ne Games Dow PSF Florida Depertirent of Business & Professional Regulation Paw 1 a, Building Codes and Standards Iiowls Product Approval Application Detail FLIt�. gad[ Anoka get get geM.Ee.oa gat he Version Yeldeginak go" E■Im[iLlroe YMMOd t Xddmd mils" F@Gdsonmtai Awead rifle RW,Wo 2017 POT industries Dan Rvea esmFDade BCCO- CER MterMOed* BOLO- VAL 12202017 1200812017 1212612017 Approved Category: VNndoare (941) 40"IOD (76S) 315.25DO sabcrpoar: Skgte Hung druadtOpgtleduotr ae.com Cempsaa Ystlnen: Certlnation Mork w LWm gwAkAmmmis Androved her {fit Agnm LbLg t but grits End a SmoMrtlaoleYmQet InlgaS 2WIWL M ANN= EI■al■ 7 SFF56W (Lope M nk i pad) VWA stay* Won m1dow 07rJQr2W Yes Yet Ya Him Florida Department of Business & Professional Regulation Pepe 1 w I Building Codes and Standards 115=1e Product Approval Application Detail rurlJe+, far Yelato Mtmm■et QeMrl lao�#Lmm YANdd" Y� AWMAN FECAppro al A� AMR Revision 2017 POT kdwbiaa Dan Rea Merml-Dods BL'CO-CER Mnnx-Dads 8000-VAL 12KHM17 11/162017 IZOM17 Approved Cabgiar: WNntlowe (941) 48MIOD (78111) 315.2611110 emcrgory:Mosone no AS-tlduaMssown COMPOO a MrehOfh Certification Mark a Uding i38atSitProducts Q■BhLamm O Aaarcerselfortte Aaa■setoUse Rum g■im ME wN-ttOaZ O hldtllafi Boom Eaw■ 1 Muaanlw AI DOer* and Windows Al mtnem Muacee o52sm'! Yee Yes Ya WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approve[ Application De4ig Now= 120 20 WhGoMn got grata E■Mr[iLMrr YeadoW Let YeWMYi awmftd FlIQ Automated A■myW Awn Brwit sntgw Wte Robin Loma Sawn M. uMd6 PE 08113=117 OBn712017 OOMOO17 IOIIW 017 Approved (717) 38633M PE-6"14 (717) 317.8454 borngem&&W .00m g■LOLAN l AoomerediorUse A■raxedm[Qr leaeot gate SHIES 420 ALUMINUM SOD OX, XO, XX 121312018 No Ya No WA 8118guotx806quot 140144IFJNFORCED Florida Department of Business & Professional Regulation page t w t Building Codes well Standards I1a201e Product Approval Applkadon DWII Loehr got gar 2 M bo" got .QROK lmbELAl ese miumu i( IWA" Amisiollf FBQav®1ul A-mved aka Dan Rank MbmFDace B000-CER Mhunl0ade 8CC0-VAL 12202017 11IMM17 12267m17 Approved (941) 485-0101) (7a6) 316.251110 drum kopaaxlatrles.Owm g AaaiMa AvIMa ■asM 29Mm In HVICE Ckdtl&HV li EWta hewer Vkryl Cvtlping Goa Dow 04114=1 Yea Ya YN NIA Florida DeparlmaM of Business & Professional Regulation Building Codes and Standards Product Approval Applka ion Detail P.galal Wilms An YeaMs MrlltehtK 920M ialmettltMee mimbb t milow auhodtd FOCA■®al AaatmW lima PAVWM 2017 Claim omkg PM&NA- Cmgany Mark vI - IaId ktbrbk Tatlng Services NA Gary PBmtxer 111:24M7 onfl or 1, 129WM17 Approved Category: EtdaMr Doom (513) 7f04M62 kw. (513) 51941Qa6 S+b0*b9oay: SedbnM ExWWrDWAnemMn rttenaeraeldtodp*y-can Cow*k oo Matlwa contaminant Mark or Lteag gwwkAw A,,,,df,,UM AmorcaWffiJha tno gram Ewa E QmOaffiE6MMWmgtM M.IQLQ l2W�.1OOii Faints E[r■r 102 102 WO-16 PAN-2F763: 73, 76. 84A 94, 42, 46, 42e, 486, S" Pon ". 25 go.) Do ble4ar Wr to 167 ' owlrn26 No Ya No +37 PSFA41 4RST, 6R8T, Goss, GR68, AR613, EDI S wMe) VN ECODEW74; INS causes Door PSF rlW1Qd 11Cpar6nefl[ Ul 6USIflt:e a r-R]reSbi Urial Reguiauun Pagel or Building Codes and Standards 12/12z01e Product Approval Application Detail Code ... E^tltvdr gaits Data We Pending =1 Version Manufactunr Contact Ena1-a lJeenae Vslidand By Yausill $ubmitbd FBCAporoval A,-,,d Shfus Revann 2017 MI Whdm and Doors Bnrd S011ngor American Architectural Stevan M. Udch, PE 01212018 01103nole 01222018 Approved c stecary. WmdoVA (717)365-3300. Manufacturers Association (717)317.8454 subcategory: Horizontal Slider DsltlingerOlnAvd.com Compliance Method: Cerilscdlon Mark or Usting PLV6364J76 Products. " .. .. .-- .. Setif Product Model. Number or Name Duality Assu Product Descrimlon Contract Expiration va Aaorod for Use A--dforuas Date bLHyL)z Ouhld•t1YHZ 1-ct Deal - Resistant Pr ... un Florida Department of Business & Profasskrtal Regulation Patti Building Codes and Standards /Untie Product Approval Application Detall �he itmills gtuM lsomwEL Lme VaNdw By Y adkm dW AWNW FHQ A 20 Dal, Pand6in mANN Revision 2DI7 Jana Halle Building ProduRe, lec. Wpahalp Lev Romed 1. Ogewa John soWnN, PE O82Srm17 08419120I7 081282017 101102017 Approved CWgm: Panel Waft MM 349.211V PE-2/12I (M 307,UW subCasegwy: Strang pingsbeiGzhanioaredher Cemplrewe Madnob Evaluation Report Burn a dto.cem F Reds, Reydered Arohled we Licensed Florida pnlfassMa EFntpnaw 9oY AesWMM AOWGIedfor Use Ammothed forge (m■M gmm lest aworhimme ProduotDnatledm ceramist EiokvdonEle In HQ¢ oubwo20QIi Enionlig Prates 1 Cwnplw* lap Sldlrg lbrolrwR Rep sift 121712020 Ya yes MIA WA -*-.a N N L firs _ Ca 0 ., U 0- 0 CV Cn C 0 CIO O � -0 aL a'^ V�J 0 L Q 0 pr� W CO 'Cn 0 ICU U- 0 - > vrJ O O CU Z z W J Cn an I� -4-anj (1) canna's 0 M U an r� C/) tf o A-, Cf) O Q C/) CL O L V W Q Z Z Q J d SHEET N0, PA 1.1 tV:7F ai 111 was td6JJtJ.tt Al Lu,t,; _t ..._t._ b - u d.i_., a Florida Department of Business & Professional Regulation Pago t ai Building Codes and Standards vemle Product Approval Application Delfail fit MI24tt smelt IB1tm Wit Rid DowAPNNNM Rita AEe YmBO lYmisibnt Rieet LROrAli o Yalimm Ytlded laamYd F130Amons! 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(M 34"W PE44121 (352)3673528 SubC.l.gory: SkWq phrp.hetg r COMPOOM bedlrrotk Evaluation Report hem a dk.som Fodda RegbWted Ambled or a Licensed Florins Probatbnw evmw I . OURMA� Approwad far low Ameneved for Use IDme sew tort Produckilowdollso Ri 1.NVNZ Casks ReYtm Posen 2 HadoPl.nk LOP aft Ioaianent lop Wag 1213120M Yes Yes WA WA Florida Department of Business & Professional Regulation Preen i a 1 Building Codes and Standards veal. Product Approval Application Detail R falls Ross or gene Rid OdLtKdm no 2m YmYo MENU gec GROW SawnEL.LIG a VWAIN lot YiNd" Assidaed ESCAmseal Aomwnd Alma Review Mil TA KO &MM9 Produob, Into Kam Eden Zachary R Priest Laden Bowden 10/192017 101052017 IW2t 2D17 121'122017 Approved CakpWy:Rodkg (417)624.9844 PE-74021 (334)300-ISM 9ubCOWOM. UedWYymarb kwd-oft ndmMocem Ceorp- Modmtl: Evaluation PAW from a Forkm Rspianed Archbd o a Loomod Forkle Proi.eootl Engineer QmaftAssUMM AeWondf rWe operand for hama swan Ant PffiddDMMDMM consist RophAUM Does laMW Ck&AM VHZ Relswa Pressure a No. 18 UL Aspholaalutetedwil nbsta 01=419 Yes Yes WA NA Florida Deparlrant of Business & Professional Regulation P.9.1 d 1 Building Codes and Standards technic Product Approval Application Detail 1 fads Noun Rid Rid RiY.Peedlea ale Alm Ymla jissaftableff C YaHdmdBl Yield fly FDCAORMA AmelEd Oft Revision 2017 LV. Thompow, kle. dba ThompsonArchbdund Tony Ctakhran Zachary R. PdeW Lodes Sweden 10110r2017 10,10 017 10mirm? 12M22017 Approved iBWWCowpary(TAAACG) ($1$)2483458 PE-74021 (334)30061M0 cowo.r. ROOhg krriftanreblkaolhoo om SubGtegmy: Rodeo Accessories thW on an Integral Part ofthe Rceag System Compasses` - h EiWkWon Rapsnfroan a nodit RegMered Aovh" ore Loakal Fbeda Pmb Wone Erginear g1E khL A Im lowest gets fat Product OMMORMi hIRRQ Comes, tenet Belief Ems! 4 TAMCO Round Top Mtkipe Vent with Sdit so Tile 25 go, steac maventilator with base 0011862M8 Yes Yes WA. WA Floc a Dapartnertt of Business & Professional Regulation Page I .11 Building Codes and Standards 1rem,le Product Approval Applcation Detail FL12#*Ml gob 1rlL9r Rid Rik 2dLPan01m RiTs Arm Veda MWL*goa Ri9ed fo leriJhwes ywlddadBY hided flbmAYd FOCAmolal Amend two Revision 2017 Boma Rodkg/ WNWLaWW Thane Jammed AM uniform Evskedon Gary W. Wallow 10rla2017 Ia0SrM17 102I20I7 Approved coftemI Ronkg (S02) 289.2288 Services LLC. (205) 854-0150 SukCsbgM: Roolbg Ties dorraa)wrawba w d on CowoNs oaraho& Evaluation Report tan a In Product Evaluation En ly BWAM11811 P godhAwnoe Assent! for Libe mood add m Lea E9 inKvHZ 2Wd&M= Before Pmin 28 VMS 900 McMun Prods -Lab 11MAse, FL 10104=8 No Yale NA NA Florida Departnnant of Business & Professional Regulation P.9.I d I Building Codes and Standards if6rmle Product Approval Application Detail ! Wit ) no Rid Rilemma Yda AEe Yuma umduam fortis! LawrLAJdeet YBaed Bl Yatstld f8lallC )1r.Am al Ammer Me Revision 2017 AS WIndows and Door &ant &algor Lub R L.mra, PE aann M. final, PE 1012912017 lone=? 10/202017 12/1212017 Approved Call": WWAM (717)300.3300 PE32614 (717)317-94" Subcategory: Waters bd*genor#md.mm Compburas ekuroak Evaluation Repent bona Florida RsgWWW Arohlb d or a Licensed Forldo Proloniond ErglW RMSSU4t3 Products .GuestsAtlrm'd AaorovoY.lalb2 Anowaved ftr Use, lamrd tame Lau Proded Model. Numbor or Nome P 1. HYM Rites !Psakeem 2 $764 Vw"AkinMum Minn 12 imle No Yes Yes WA Florida Department of Business & Professional Regulation papa 1 el1 Building Codes and Standards u mte Product Approval Application Detall 15 gm Angb= 20 Arent YemenmosookmK Rime YrmYd Br Y W�ih� tv l20 emma! alomm snit RevkBWn Mil Amick Nick 7hmtpew Lyndon F. Bdirlot P.E. Ryn J. Ida, P.E. 10I042017 1a032017 IOMI2017 121122017 Approval CaMamy: Para vast (330 922 UM PE48/0D (813) 7674l685 subcdom: Sorb �• Carlptaaas es.enb EnMOm Raped Norm a Folds negMared Ardtbd or a Clamed Flans PmbsoWW Enalmor Products auMbASWASM AW IGINKArlYt Answered Use YWB asses tort PmdudD@Swkdm In WIG: atoms WIN[ Bellew Prswn 1 a. Bquat2T&quot ace Vied or am vinyl Son 1213142020 No Yn NO WA Florida Deparinent of Busing & Professional Regulation Paps l d 1 Building Codes and Standards !mole Product Approval Application Dewll pLi M34t2 f9st 1dB191 WY no ! WB mm Immune Yashmac fggdd BMAR ELLkm YeWabdRc Yaldod lubmald PSCAmanE! AmoeII #tan Revision 2017 LV Thompson, Ins aba Thompson AMMaCWMI Tony Cousin Zachary R. Pied Loden BoxWn 10110=17 10F101T017 10n72017 12H22017 Approved Metals Company (rAMCO) (813) 24834M PE74021 (J34) 300-18M omger; ROD" bany0ownwishrooftesoom Sub0dogory: Roosts Acosswdes tine an an Imepa Pon athe Rodtp Syaan Compasses Mrdwd: Evaluation Repel Owen a Florets Reg' aed Archbot or a Loaned Forkle pndsesbnal Engineer Approval.Um Am[mffia[W8 lame 2WM tor! Product Doemindon 20 IDltfiL OLdsmamm Bed P— I YAMCO FM Top 0e4110peVedwt Boole for Tie 28 as. Wet Mot ventilator with bWk 090=028 Yes Yes WA WA Florida Department of Business & Professional Regulation P.ge t d M Building Codes and Standards Ifsmle Product Approval Application Detall FLMOBPffi Jam mookz lies gm Riled Wig Arm Vftala malidialim Cmise Mddlm m ydim $eland FRC Amerovid Aomd awn Revision 2017 FLNNe Meet Preclude lw- Clark on. Janes L tkdW. 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(206)854-0150 SubCategory: Pas"T9es aamolon auobwn.m CWnpaarce Malnd: Evalntlen ROW from a In Prork A Evolution EWIy Anar9ved for Use, Amormfid far Los lamad 210M Am Phxkgt llORa ILY= Belle Emm 18 swwwgw Pot Pmao-Rkt, CA 11"412018 No Yes WA WA Florida Department of Business & Professional Regulation Ptge i dt Building Codes and Standards 11501e Product Approval Application Detail Sob Falwae gee Wk gdLbaft gm Mae Ymla YwdaiEr rasa YMUME l Ndift )iailmCYa FMAM2 Assastd flat Revision 2017 POT bduabla one Rcea MOM )orb SCCO-CER MYM-Mds SCCO-VAL 120=17 11fIWI? IZI M17 Approved Cougar. 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Appru✓ee Cde9ary: Rig (5D1) 982-6511 PE-31242 (717) 3t7-8454 SubCamgory: Roofing Accessanasthat are as ecarter�lomanco.,com Integral Part ofthe Rooting. System Comp land. Method: Evaluation Repon !loom a Modda Re9lllwed Afohitedt or. Licensed Rodde. Prof"Slonel Engineer mE 2 fi& S m ,. .;�� � .....,x A,,. � �-�.„..��._.... •,��� ., �,:�� w .e � } .v �� _ GuallNAssuranco AOormred fa Use Aooroved far Use Immac[ Design 9en# Hoduct Moea. NunMardr Nana Prodl Descrlalon Contract Emir:JL Date in HVHZ. CWstde HVHZ Redolent Freuv re 1 D.ok-AlrTM DA-4 Low Prone, Pdypropylena Plastic, Roof Vwt 07/10/2021 No Yes No +97,5t97.5 Florida Department of Business & Professional Regulation page 1 a 1 Building Codes and Standards urmle Product Approval Application Detail BAMEM1 Rim fnftw Rita 20 Data Pomarm genie Arm Yaole YaEdeoaal Weed f tJda xdwd t Ydimd t9isaYd FwAmerwad Amamd Alma Rovblon 2017 Bond RodwI MoWsrLRake Thorn Jerornat WPLLO Unions Evaluation GWy W.W*Ar 10nS2017 IDGM17 10212017 Approval Cotepay: Reding ISM 259.22M swvi a LLC. 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Poled Leeks A, ' 10n02017 1CH02017 /0f171M17 12/1212017 ApPMLkd Mamk Cerpary(TAMCO) (813)248.94M PE44021 (334)300.1800 Category: Rooag to pnalakoobg.enan BWCdogonr: Rooag Aodessaos that amen Ifth"PatalhdRoolk System Compliance eeethob Evaluation Report tam a Ponds R09MWW Amobs of a LbW"d Florba PnaeeslWrel Engineer FLLMMIM Plotless amid Law Age Approvood W Use mars gain fa! 92cauLzukilonsmk In.1116W Ptaeao 3 TAMCO O NA00 tote Vat with Odle 26 9s. stets mot vedaator with Wes owd belt 001092M Yn Yale WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pelletal +mote Carl EnOWw WY get 20LEMM9 go Am YesYB MOrAftObW Larmt3Ll� i Vdiddm By Ya1dded Subn*W F8C Ancroval ADNWM now Review 2017 a" Rooting / Monw&Fe N Thomas inns t WN0 Maim Evaluation say W. Vh9mr IW 2017 10006=7 1021=17 Approved CSWM: ROorke (802)299.22eS Servos LLC. 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PA 1.2 its Florida Department of Business & Professional Regulation page'I a Building Codes and Standards 1/m2019 Product Approval Appllcatton Detail rode wily or gw Dato Pending 2" DM Version Manufacturer comed End-, & License Valldabd By vstldxee SLpmgiac FBC AODroval Anorowd AM4a Revisor 2017 All American Shufters and Glass Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.F 042W2018 102OM17 04202018 08M2/2018 Approved Category! Shuaers (561) 712-9a82 PE-0043549 (954) 947-088D SUbCutagory: Stom1 Panels mlkeh@agamoncanshulta Compliance Method! Evaluation Report hors a rs.com Florida Regldered Architect Ora Licensed Florida Protesslonel Engineer Duality Assurance Aoorovedfor Use ADroved for Use ImDad Design Sec k Product Model. Number or Name Product Do ... lotion Contract Emlration Data IUJiViz Outside HWZ Resign( Pressure 1 249e Galvanized Steel Storm Panels 24ge Galvanbed Seel Storm Panels 12/312019 Yee Yes Yes WA Florida Departnsnt of Business & Profasaional Regulation Building Codes and Standards Product Approval Application Detall Florida Department of Business & Profe.bnal Regulation Buildup Codes and Standards Product Approval Application Detail Peas t of, 14201e Florida Departrnerd of Business & Professional Regulation Suldup Codes and Standards Product Approval Application Detail page 1 a 1 Immill Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of I 1m2o1e 220 EgttOtst Rae Rae DabPaodm Rde 220 leg Rios Pita Reklaeam Rack FLa1�91 2a0i lktilfg go Zak DabPendm idek iota! 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Tnum P14tsa Wwmko*Ohww.00m SubCaUm: Trim Phem gawbGmvkmaw.00m o8burctuM Tram Plain Parker eler/Y®aklnneMW.eDIn Compftm Messed Evaluation Report front a Carplinm Metled Evalua8on Report hen a Compi mo, a Product Evaluation En* PtoAkt Evokeft En* Ptodup Ewkown En9y AeLReedtuifa Anomyed tar the Imd Rely AnWavadiMLIN Mro 2adw lean Ruda act ke2& le, HV z oubmthim Bsaw Parnss Ala! ROAM gribuldsHVM Bohm PemlQ Ag! 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P Ra.rdEmkdooDo he gltliddleNVI BaWnt P.nme 4 rrW 110GA 1pim Wow Metal Conesaor, Rate 12/31rl= Yes Yes WA WA sewghctkwk FLNM§74 l 226 hoe V"I" mmwmmm Revakn 201T MiTek Industries, Inc Callum: Structural ConpDnmte beduCafspoy: TRW Plain ConVN n Maine* Evaluation Report hena Pnxlud Ewluedon Emy E69UVIKEMMM Ae! 4 Mim Florida DepaMlent of Business & Professional Regulation Building Coda and Standards Product Approval Application Detail Page 1 ai 101100416 leWte Rik Rork DIOPeoba ➢m Contact Eras ea Lie 3e1Akdk Ydllkld samo d FECABemlol Approved Axle D" Wed ICC Evskwbn Sevin, LLC ICC Evaluation Bervioe, 10M 2017 10n92017 10222017 Apptowd (314) ffii-74M LLc. daeerlaml.corn CAM 5994MM Ao»ratied forlkt Augured for the Imo Rein Ewa Ra.oEimlm MNAk inlAB¢ouladdle, BodWrs Pare! 20 ge, trues elumeie r plate 01/01/2B23 Ys Yes WA WA Florida Departrtlerd of Business & Professional Regulations Page / art Building Coda and Standards imena Product Approval Application Detall Ceoe EWhLor Rack Rea 20LLaodm Rea Late Ymlm Il ookidaee Sato EmkrLLL MaM ymobli t NNW" AdeWW FDC Asia aal Aaamfuo Ion Revbkn 2017 Wayednmmr Rob Badwlu lux EwluetlCn SwvIn, LLC Jamm A. 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LmmaMd Sbunt Lumber 0313IMill No Yes Ne\ WA Florida Department of Business & Profalonl Regulation Building coda and Standards Product Approval Application Datall pose 1 of 1 lmdota ras1n44M 220 EBOL E 21k Rack Rabb Rats mm Version NEWNOM contm Eodn"LLLM M mmist M xdwod Attar FBCAmramid Approved aide Rwielan 2D17 Commsmat Conorate Produab,ke, Robert Gee THUY H. eR1Y1a1 John Hoy IOM42017 1oM32017 10252017 1211212DII Approved Caenapry: Structural components (813)659.3707 PE40122 (35468miI SubCataqw., Preclude Introduced es a Resin of 11uw Compam a Metluod EMua*m Report Dom ■ FWW Reg' Architect: or a Licensed Fkokla PMbwMt/ Engineer gmeth oM AR UM ABeaelAir ur lmo o gekn Ala! emamLmldmjhmtmLwjwa EMMOLgEomm r kHva RWeitleHVIJZ Beldard Ea 1 Oudy Precast or Commercial conoab Pradurb Priest and premesaad census unbb 050252024 No year WA WA nntn4a ;m Eoft w Rdt 20 DaeEM®m Ra ho xmkn Wmakdisa LBakrtlLkrM YY let Yd11MeB sgu2 d FBCAasxd Astound am Revision 2017 Mrfok Industrial, Ine. DII Wart ICC Evakwlbn Sei LLC ICC EvakWbn Slandoe, 100482017 10119=17 10t22 IT Approved C&%Wr Sbuaural Caryonas (314) 851-7480 LLC, BuItCeYgcry: Tres Phba dYeremll.Gwrn (Y08) 5999850 COMPI m Methrb Evaluatim Report bona Product EvaWaBon En* Plateaued for un Aaonamd for ika lowri Radm Ae! Product Model. Namilaur or Noma Pro She k.lAtlli lLlaid.tm2 Ifs P,rsm. 1 MIS" is 9L 41 high Mnrip bum conNctor Pleb oldllrJ023 Yes Ys INA WA Florida DepardlNtnt of Business & Professional Regulation paga 1 or, Buildup Coda and Standards Imgala Product Approval Application Detail B d1Iff U go* Eilft 21k Rik RaeCa®na Rik I= Version Item Contact Emi>ae!LkaoM VdOW& xilow smoditieo FINGAw®[el AEersed sees Refire on 2D17 Mnsk hodustrin, Ina. DOW Wee ICC Eval elbn Barks, LLC ICC Evaluation Service, 101162017 101192017 10r222017 Appoved eabgay: mnlreeal Componam (314) 851-7480 I.I.C. Subcaltiew. Tema Pain dwsderna.ean (205) 69940M COW40W" Meenod LLMwluamn Reprthrn s 8 Product EvaWtlon En* Ae! Product Mbd@L Nualubarculliamai P .Rea Atssend the un AwmdAeUse klfVHZ CkdaMo M bRog boodes Peat. P- 5 MT20NS 209L sigh merglh lows cor ecbr plate 01/012023 Yes Yet WA WA Florida DepartrneM of Business & Professional Regulation PSW i of Building Coda and Standards immia Product Approval Application Detail Cade suits Rae Relit 21blasasa i 1b Los IN" VA09MMK Corded Erkaccil.Liraor Ye1tlr01oat l ddm Allmiko EWL&I M Amma d seals PAVWW 2017 iNyorhaarar NO Batewkl ICC Evaluation 6amvice, LLC JansA. Norman, P.E. 85122=7 0612M17 07/03=17 Approved Caaepoy: aawbest CanpOmnb (253) W4-6475 (NM OW1344 aub0de": EnpkeaW Lumber RobM.ihldrMMwayaha CmpareoklMhot Evaluation Raport Rana anw.00m Pmdmb Product Evaluator Er fAf 4M! Product bandodw AMeredfor s AMmYatlloiUtle be VHZ oubd& mend !1!!lloo union Peseta 4 TJ Rim Board SbneWd Conpoeb Lumber or oriented stand U1.012019 No Yes WA WA board Rem Board EIQdCdrtll Florida Department of Business & Professional Regulation Pape 1 V2 Building Codes and Standards orzarzgte - Product Approval Application Detail 921(g Entity or 2" W2 Date Pendlnc =2 TVD. Version Manufacturer Contact Enolneer& ucenss Validated By validated Submitted FBC Aooroval Aoomved Stays Rev,sion 2017 Gulf Coast Supply & Manufedudng, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E 10/12/2017. 10/102017 10/17/2D17 12/122017 Approved Category: Roofing (352)498-0778 PE-75519 (324)300-1400 subcategory: Metal Roofing InfoQgulrcceatsuppy.com eamplianee Method: Evaluadm Report from a Florida Registered Architect or a Llcen sed Florida Prcfesslonal Engineer Ala Product Model. Number or Name Product Description Duality Assurance Contract Excision Date Aooroved fp„ti- for Use A , Oulsldo orovedfor Use HVHZ 1,,,,t Ream Rein Pressure, 1 0.032&qud; Aluminum 5V Crimp Min 0.032&punt; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes NIA +N/N veer 151J2&quob Plywood -108.5PSF 2 0.032&quol; Aluminum Gulf Lk kin 0.032&qud; Aluminum Gulf Lok 16&qud: Wide 04122024 No Yes NIA +WAI Rod Panel over 15/32&qud; Pywood -116.OPSF 3 1&quct: 24ge. Gulf Snap 1&quot Gulf Snap 24 Ga. 17&qud; wide Rod Panel 04/122024 Yes Yes N/A +N/A7--131.OPS veer 15)32&qud; Plywood 4 1&qud', 24ge. Vereetoc 1&qwt: Ver"Loc 249e 16.5&qud; Wide Roof Panel O4/122024 Yes Yes NIA +N/A/ over 15/32&qud; Plywood -138.$P8F 5 1&qud; VerseLoc .032&qud; Aluminum 1&qud: VerseLec min .032e,qud; Aluminum over 04/122024 Yes Yes NZA -NW 15132&qud; Plywood -101.OPSF 6 1.58,quot, 249e. Gull Snap 1.5&quot Gulf Snap 24ga. 16&qud; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel Over 15132&qud: Plywood -116.OPSF 7 1.5&qud; 249e. VermLoc 1.5&.qud; VerseLoc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes NIA +N/A! Panel Over 15132&qud: Plywood -123.5PSF 8 2&qud; 24ga, Megal.oc Mn 24 Ga.2&qud; MegaLa 18&qud: wide Rod UV122024 No Yes NIA +NIA/ Panel Over 15n2&qud; Plywood -109.5PSF 9 24 Ga, Guff Lok Min 24 Ga. Gulf Lok 1S&qud; Wide Over 15/32&qud; D4/12f=4 No Yes N/A +N/AA96.7PSF Plywood 10 24 Ga Guff Seem kin 24 Ga. Gulf Seam 1G&qud; Wide Rod Panel 04/122024 No Yes NIA +N/A/ 93.5PSF over 1x4 Wood Pudins over 15132&qud; Plywood 11 24 Ge. Gulf Seam kin 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lock, 041122024. No Yes NIA +WAI la&qud; Wide Rod Panel over 1M2&qud; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel veer 15/32&qud; W122O24 Yes Yes NIA +Nw Plywood .I56.5PSF 13 26 Ga. 5V Cnmp Min 26 Ga. 5V Crimp over 15132&qud; Plywood BIJ122024 No Yes NIA +N/AL131.PSF 14 26 Ga, 5V Crimp On 26 Ga. 5V Crimp Rod Panel over 1e4 Wood 04/122024 No Yes NIA +WA/ Purkns over 15/32&qud; Plywood .156.SPSF 15 28 Ga. Gulf Lok kin 26 Ga. Gulf Lk 1s&qud; Wide Rod Panel aver 04/122024 Yes Yes N/A +NIA/ 15/32&qud; Plywood -181.OPSF 16 26 Ga. Gulf Lok Min 26 Ga Gulf Lok 18&qud; Wide Rod Panel over 04/122024 No Yes NIA +N/AA63.5PSF 15132&qud; Plywood 17 26 Ga. GuWSR Min 26 Ga. Gulf PBR Rod Panel over 15/32&qud; 04/122024 No Yes NIA +N/A/ Plywood -154.7PSF PtutmJm 2m mm lkrskn Nomad= Ravwm 2D17 MlTek btdablea, lne. Category: SbueWrel Comitonatt SubCWgery: Tim Rain cormannx, Mat ow Evaluation Ropod hon a Product Evaluation Engy 8 Alai Proctuot Model. Mumbler - Name 2 Mil is Florida Departr i ent of Business & Professional Regulation Buildup Codes and Standards Product Approval Application Detail papa i gf 1 11192a16 EordeecaNeoe jammulad FWPADeat Aseeed two 0"~ lux Eve4tlbn 8arvke, LLC ICC Evaluation 8etvioe, 10/192017 1 NMI =20017 Approved (314)851.7480 LLC. dwatt®m ccert U05) 5999800 �IILAWMBfd Armor Um A lfr lease Radon SgtM 1LLkAQli �.libli Batdors PmeR 18 ga. bum con"Oor plate 01101121n Yes Yes WA WA Florida Depetrnant of Business & Professional Regulation page i e t Building Codes end Standards Imrmta Product Approval Application Detoll Fltadi[�l Sale EBmtor lilt Rdt DabPsndim list ha Ventilate jNmdNdMK conma Ewi� &Lie Veudmmik YaNdAw ighmod PBCAwaie! Approved a & RoVaI t =7 A"&Maow Rob Botein ICC Evaluation Barrios, LLC Jamm A. Rogxlwn, P.E. 00272077 091202017 07/032017 Approved �'.. Caangary: Sbuaurat Conpon aft (253) 924-647e (M) 839.1344 Sub0lW9ury: Engineered Lumber Robartillakhalmillevolundire Cow#Nmnw l' 11 x ENakoft Repot hom a rower -can Product BraklMbn emb' i Ch,WAelsetw Ago AeaoBdfor Use kwoo Ded- Aei lnmmmz gIMWaIBtii Bafdee P- 1 Mwomm LVL Lerniaubd Veriest Lumber 0303IJ2019 NO Yes WA WA smmLSdeate Florida DepertrRent of Business & Professional Regulation Pager 1 a l Building Coda and Standards 11110016 Product Approval Application Detail go& Bum or Late Yarsla aersukibm Ranted BmdmK.lirsum Immm m Yew AOUOW FWArtmot A� a" Revalot 2017 WayethmuMr Rob 1301 ICC Evakenon service, LLC James A Rogation, P.E. 062M17 O6r2Q=7 071032017 Approved Ca- 0 1; Structural components (253) 924-6476 (608) 8W-1344 6ub0deportr: Englim a ad Lumber RoberLBalderbsewayeds Conpilanw M~ Evaluation Report from a awar.00n Product Evaluation Erttly Br. alldW 6Laaace Amounted our the Aouriaradfor Use lmad pod= Will Product Dwartiodon ConhaftEmbsOmDoW it, HM ouidft hie 5 Wayahwupr Rim Board 06~ Shots Beset Rion Board =12019 No you WA WA Florida Department of Business & Professional Regulation Page20112 Building Codes and Standards 30110311111 Product Approval Application Detal Approvedfarillas Attentive for UM WNW Rod. A!9! Product Koft Numbeir Narne Product DeKdWon 1nHYM OLd" FROM 8sstdaot lteere 18 28 Ge. Gu11PRR Mn 28 Ga. G MR Roar Pate outer ix4 Wood 04M22024 Yes Vac NM •N/A1 Pull Over 154121liqud; Plywood -151.71p6F 19 26 Gat. GUIIPBR Mn 28 Ga. Gul"It afar 154211qu l; Plywood W22024 Yes Yea N/A +Wet 154.7PSF Bn 20 26 Gs. GUIRR 26 Ga. GmPBR 4 Wood Purlins over DePaw ix 04M212024 No Yes NA ` N/A/ 75A2116puot Pywood 21 2B Ga. Guffm aRb ood Pu22024 ken 28 Ga. Gear ix4 Wag err 04M No Yea N/A +151.7PSF N/A/ 15r4li quok PFamaod -184.2PBF 22 28 Gat. GuI1Rlb Mn 28 Ga. G IfRlb war 15132&¢rd; Ryeood 04/122024 No Yes NM -NW 150.2PBF 23 28 Gs. GuI1Rlb Man 2e Ge. GatRE over t5rl2apJd; Plywood W22024 You Yes NM + WA/ -05B.2PBF 24 26 GIL G HRib Mn 26 Ga. G41Rb over ix4 Wood Rang err 04M22024 Yes Yes NM WA, 1542aquat; Plywood -1642PSF 25 29 GL G RRib Den 29 Ga. GaBaD over 110 Wood Paaag war 04M22021 No You N/A -NA/ 15m2&lpror Plywood 28 29 Gs. Gtmlb Mn 29 Ga. &Mlb over I5m2&quOt; Plywood 04M22024 No Yes N/A +12&SPSF Nw 44B.OPBF 27 29 Ga. GUBRIb Mn 29 Ga. GJIRD over ix4 Wood Pursue Par g4M22024 No Yes N/A -NAN 7Au4ua; 0.8.8. -101.0PBle 28 29 Go. GRRIb Mn 20 Ga. GNRib over 711Sliquot; OAK 040122024 No Yes NM +NW -111LOPSF Code Varelorc 2017 PLO: 11851 Appesslm Typo: ALL Product Moehcbwn: ALL C4Mgory. ALL summomr. ALL Appecathm Saba: ALL Carlo"Wtho2 ALL Qwft Aaanerea silty Combaa EVVO& ALL Product Medal, laaber or Nana ALL Plc" powptim ALL Approved for use In HVHM ALL Approvedfrusottdde NVNZ: ALL . I lteatataK. ALL Dsatgn Premium: ALL Dae Noon: ALL Dab To: ALL Florida DepaMtent of Business & Professional Regulation Page t er i Building Codes and Standards 1401e Product Approval Application Detail nulnJte 220 ease or Rack Raft D@bPUWdm go lam xeQla soo d max Caeka Emlkaellkaee YaiWek(LAc Ydloako Submitted FIC AMtmd Aogrsed aide R*MM 2017 MRek huineke, Inc. Dow~ ICC EvaNalbn Service, LLC ICC Evaluation Sordw 10119M17 10/1912017 10raM17 Approved colegary: Structural comixi er" (314) 851.7400 I.I.C. SubCahgory: ThM Pain dam ma.mm oisi aee4soo camplraell - - evah"MROWhena PrakM Evauation Envy - - galeAmma At,r,,d fee t&e Atalmadfar Lbe kma Rel. Ale[ SaagYe kHYtii BuWant Patrars 3 MT78Hs 18 ga. No atrertgd Inge come0tar plate 010011202111 Yu Yes WA WA aTJeM74a MIN version Namosimmix Rwiaion 2017 Im"ernauur Cobgay: Structural Camponab grtbCmsgay: Engineered Lumber Cevnplo m Medod enkmtWn R*W from a Product Evaluation Ently Ala! 2 Parmam PSL Ion mm caseate 8mulerass R*VWM 2017 CAST-CRETE USA, Inc. Cable"; abeamn d Co ponerb Strbt Besse: Products hdndui ed a a Result of Noe TeoMDbgy compliance, leeato I CoRYlcetlon Mark or I N% F11.14 till Products, &a 1 Fl(th Sbangth COnoals Linbg Florida Deparbrent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paastoft 1mdale EdkLor Rat! Rafe ymbpamEm Rork omem EackeL&Ue xeU ided8t mmmo Alm F0QAwFmY Ageeotl saes Rob Bait in ICC tleluerwt Savbs, LLC Jame A Retention, P.E. 082772017 08202017 07103/m1T Approved (253) 0244 476 (6011)11394344 Rowrte.waagw.y.m■ euw.arn laNOLAmoeie AgaeodforUse Aaeo1 RM Imo Reim Product DwNwkdwSmrdEtodoYw.Qaht 1,NVHZ o1AM1lki Bad" PJamM Parallel evow lumber 030312019 NO Yee WA N95 Florida DepartrneM of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagalcel 11=10 2209 �1Lksor immo .®L x� A� A� AMR orb Perrino MW 14)ade BOLO-CER ktwr&Dads BCCO-VAL 11114=7 10MOM7 11212017 Approved (B73) 621J841 (76a) 315-M qwfmwocomwowoom Aborated IWLhai Awmotl WUN mallow Rein it, oub*b i Bohm Plasors 4, S. 8, and 12 Inch wide a1Wa omimis Yes Yes WA N/A N Ca }a Nca. 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