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HomeMy WebLinkAbout2820 Lytton Hall DrI I I 1 I 1 I'll �, ,t�•tl i � c�RE'�4 ii I;�jC;, L PLAN C �,r;1ViIIvLr� i ...WV VA We] AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR 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 orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A. H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of 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 KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection t.AUN 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 LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR orWDW. 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 FRAME -WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150-C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. 4L I hk_7 A*EL11 rLil hL 1551 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 S3M MONO 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 MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL 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. i ;,�,ttti•,4itttll0 /,� Js .J To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Z9 W Q a E o 00 W o v 8 N N# O J N C � 0) - J ik W r 6 LL J d LL LU a �MM W tcoLLiL a a z 13N J Z O Z m e O Of F -MC, ofmO J =3 W Co aLo Z LL co Z U 0 N J Z ❑❑❑ W z N M o z < QQ Ldi N z CD o LL � CJ) a w � U O w o Ly N ,N v ' y f6 U c U-i — m 8 U o N c� �0 Q 8co �m O Z w c e> Cl) i Z � s Z E J co E wo >o o Z® ❑a O �0 0 SZ CZwEZ) = O`p o o ZZ � m>Z F Z n Z Z ' 2 0 go mw U 0o w� r� o O v �0 a r zlaTi; 3 C q 0 i ` >M J m W '— M Q0 O LL U m Col N 0) T O o LO T J � r I M N T E N o z E a @ v w? c d U Q p _J JOB NO: 20-8069 SCALE : AS NOTED SHEET NO. C S OA � LO N A S3 TYP @ 1 STORY Q CO 00 ao 0 0 LO W•% OLID A 7- M A TYP @ 1 STORY O 25-SH BERGLASS M�a 0 TP URROUND N --- FIBERGLASS TBI 1 T-32., - 15-8$" SURROUND -- 81-51 ' _. -; 3'-0" 10'-4" 11'48" O1 BATH 0 7 _ _ '` 2 6� -0CLG. 60"1 � ^ -� T I TILE SHOWER 206s$ -T �, CLG T2 -- BEDROOM 2 M LINEN -C � o T OWNER'S 8'-0" CLG. SUITE �r� 165DEEP � i BEDROOM 3 _' CARPET = 8'-0" CLG. 8'-0" CLG. CARPET 3'-3-" I 2 8'-2" rn CARPET 8'-0" 2' 4" 4'-2" 3'-73" C0 a M 8'-83" s (3) 2x4 #2 SPF fn 06 W. 1. C . I � 2668 2668 w/ DTT2Z `r (0 AHU $' 0" CLG. j 4068 B.F. C71 4068 B.F. ' N CARPET IN ----U =o W - - - - - - - - - - - z �� 166 _ R&S �'N -------------- R&S 6'-3$" 10" 4'_0"1 I o R&S R&S � H AT T-4" B 68 S3 , I - M ' (3) 2x4 #2 SPFU wJ DTT2Z FO ER TILE ' I I 1T-1$' I 8' n g-3" 6'L.-104" 6 8 9'-6"CLG. 7,_18, ' O "0 1 K 3068 I I CAFE I I S3 I I VAULT. CLG I CARPET I I - - BUILDER TO PROVIDE - - -----� I 111�D.W. i APPLIANCE G.T. PROTECTION WHEN CC REQUIRED PER FBC S3 r----------- I D I I I 1 ENTRY 2:12 SLOPE CEILI- NG I I co 07s3 W O Y Z R� N I X A U I I I 8'-0° CLG. KIT. I 1'-47 I I 1� 9'-6u CLG: K II TILE 2,16.�Z 20'-7$;' I I I 0 M M I 1 10 1 M PANTRY o EDGE OF SLAB 2" I 1 1 Q _ - - - - - - _ '-0" CLG = W N 8 fn w BEYOND WALL i I I I w I I O �� / _ o OPT. -'- tn� io I I I 1 ' --F3EE"- - 5-SH DRYER VENT I 1 1 10 I l o I LY R M N N 16" DEEP THRU WALL 2 CAR GARAGE I'FAM IV I I I / VAULT CLG. -ANSOSI BQ. - ----- �� 8'-0" CLG. 1 I / 1 CARPET i 15'-8s" 36" A.F.F. -5'-0". 4'-8" 20'-72" I I TYP i I I @ GARAGE OPT_W -- .OPT. D I I I I OPENING / / w a co - LAUN_j co I I I K I I p U) c7 K. I S4 i ' rw - TILEI L - - - - - - - - - - - N v 286 JA S3 TYP @ 1 STORY no 4'-10" L 2'-0" A S3 OP TYP @ 1 STORY 24"1 CMU BASE COLUMN w/ (4) #5 VERTICALS GROUT SOLID (SEE ELEV. FOR HEIGHT) 4x4 P.T. #2 SYP POST TO SIT DIRECTLY IN CENTER W/ SIMPSON ABU44 (2 TYP.) v 00 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 HS (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI R.A.G. (2) - 2X4 #2 SYP W/ 1 /2" Follow Q/S4. See Plan for 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 1812 X 25 S.H. 13 20 X 38 18 4 X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 4 X 62 1 S.H. 16 20 X 72 18 j X 71 S.H. 1 H2 27 114 X 26 26 X 25 S.H. 11-13 27 1/4 X 381 26 x 371 S.H. 1 H4 27 4 X 501 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 4 X 38 j 36 } X 37 3/4 S.H. 24 37 1 X 50 j 36 4 X 50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 } X 25 S.H. 33 54 X 38 52 X 37 S.H. 34 54 X 50 52 } X 50 S.H. 35 54 X 63 52 J X 62 j S.H. 36 54 X 72 52 } X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN 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" O +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 OG SEE SN SHEET �H SEE SN SHEET M40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 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 "13111 (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED ELEV g 1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: %4"=1 r-0" (GARAGE / LIVING) 0 F E S S �JJlf;itllin!li°� 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. N �p Q o .a p QCID 8 N N # G N O N LL O) y as M _I W r- o LL a QLL aj CN7 M u, LL a M LL s _Z p- C: 0 = M6 Of m o N cp co Do 020, ¢ a z ILW N coZ UOJ �� Z ❑❑❑ v :p W (D U z N M o z a C:, a J a in V) z 0 � o a--+ o .@ Tt• U Ows V) �N C N = i) �.. U 3 " - E - 8 r K = c� o c N 0 . sm O CID z M M z o Q QE C C) o a Z® ❑ a F- E, x3 U❑ ar z U° OQ az Z o ra < z L az mo Ott z Zy -' m>Z z 3 oa 30 d W 00 w <a �o c0 `7 zIa a 0 3 o y M _j cc N m 0 '- M � T `^ C O L) m co N O LO `� . � 04 0) r r I M N r 00 E Z = r N o z z E O 4; cc d E 41 U Q p JOB NO: 20-8069 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND 19 4�j 1 0 CV O M �I �I OPT. REF. KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES U ' o MEDICINE CABINET 00 0z Oz O > N M M M M I I HOOD 0 cY) 0 CV O M RANGE 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER i H++OLDER O FIN. FLR. KITCHEN O r` BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. x TOWEL BAR ON BATHROOM WALL SHWR. o 0 VALVES w 00 o = C° SOAP - C0 O 0 00 o DISH j LO o `O o _ t t 1 o � M M O TUB BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY OC I c� OWNER'S BATHROOM 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 o BRACKET 36' H BASE 0 FINISHED CABINETS- 0 COUNTER TOP 30 H BASE 0 00 in CO 0 2x L? 00 FRAMING 1 /2" GYP BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS r'IN C:) 0 � M N ISLAND COUNTER � o N N FIN. FLR. j. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 0 1011 • c F` UFkrj�`.�^ '`fiftt."ttkt` ` 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. N W Q o ao C U N N N G> to J W H C U _j (L QN M C) W N M i� a aLWU Z-j�� � Z O m c � CC)� F t m o o' O O T (V m Co J m¢ W in ' -M rn ¢ a Z LL c0 N O W M Z U a N Q Z b' U ❑❑❑ W U o g z Q � a n /j !, M ^V Q X �Z11 �/ O 1W T C J W ° UD'n Ln 'a C ° U ° L M *11 U :5 y Q � ° N sm r— rr w 2 M M J h � O y ¢ G � C6 ;_� EC OI o� w QN =® G C cu — C O C N U ¢r 0 O 0Q a z ' w o �= _x r sm� 0 �v J �m a'1 >Z a z to > > p =o d U 3 W U M o w= O v 0l¢ a= ° 3 0 �} .0 V >M _j ^L1 W '> CM C 0 U 0 m T O O N J r � M � r r C N o z :3 E 0 m a >_ U _j Q p JOB NO : 20-8069 SCALE : AS NOTED SHEET NO. 2 I L. 12 12 5� >.- - �5 3 TAB SHINGLES. ROOF - .-- - - INSTALLED AS PER = - -- MANUF. SPECIFICATIONS - 12 HEEL _ _ _ _ _ _ _ _ _ _ _ _ _ - - �_. ,. - - -- --- -` - --- CV - ---------------------- - - - - - - . F4 TOM --------------- HDRHGT 1" x 9" SMOOTH I I 5 TEXTURED HEAD/BAND ❑ I I TEXTURED CEMENTITIOUS FINISH 11:71!� I I 1 ON C.M.U. (TYP.) a 2" x 4" SMOOTH TEXTURED SILL /BAND I---F.FL. 12 5L,--' 1'-0" 4' RIDGE VENT FRONT ELEVATION — B1. 18' RIDGE VENT PRE -ENGINEER TRUSS —REFER TO FRAMING PLAN FOR BEAM SIZE --- 2"x4" TYP. 5/8" TEXTURED OVER MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO FLOOR PLAN FOR POST SIZE 2x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO FLOOR PLAN (1) 2"X4" TYP (2) 2"X6" TYP —SEE FOUNDATION PLANS FOR FOOTER SIZE (: ) C1_1 OLUMN DETAIL 3 TAB SHINGLES. ROOF INSTALLED AS PER =_ MANUF. SPECIFICATIONS --------- T.O.M. 1'-0" 2'-0" TEXTURED TEXTURED CEMENTITIOUS o CEMENTITIOUS ao ONC.M.U.bD FIN. FINISH ON C.M.U. io (N. O (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND -------------------------------------------------F-,SL--- ---------------- F.FL. LEFT ELEVATION — B1. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN — (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. .,fie`\1�ltttltl�uel���i _ G_ F�O J CS E,'c.-2e E SS 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 W e E p00 8 t! Q 0 0 .J n W LL U 7Lr) 0) J W n O LL _1 d LL Q 6 aj _j W 'UU m LL LL a a W Zme 0 =c00 �m0 � m m W o g o' rn rn a LL 3 - �L) Z ❑El❑ W CD rMi `n O O Z z Q� J a 'S M N z Q� CD o LL 1 Tl N W N � O 0 U _'V) w o C N = .) u) U w m pE �''.... o o O Qo ¢ W z eM Ch J w O w ¢ L L Q E z o wz z N Q� z® ♦— �� �¢ DQ ol O Z O N m I— Qz o <o ra ww a rp N cYoz _ C z mo O Z 'a Z QJ m w z to O< z �o U W a a za a �3 c ,o > M @ W \ / '— m O M UCLvl/ F_ W Co co T O O LO J � rT I co N r �00 N o E � = T' y Z Z E 0 c EL U � Q p JOB NO: 20-8069 SCALE : AS NOTED SHEET NO. 3.1 0 Zo ' OFFRIDGE VENT 4' OFFRIDGE 12 = - -- - 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION — B1 4' RIDGE VENT SCALE: 1 /4"= V-0" --------- T.O.M. — — — — HDR F. FL. 0 iio HDR HGT. 1'-0" TEXTURED CEMENTITIOUS 2 -0 TEXTURED ol FINISH ON C.M.U. CEIVIENTITUS C? (TYP.) FINISH ONICO.M U. (TYP.) F.FL.- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---------- RIGHT ELEVATION — B1 SCALE: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. cv .J Off . o � u. U �� OFESJXO�P� \\\ 11l�`����\\ 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 v E co a cO 8 N N # J r it LL Q y 3t 91 J W - � 'O LL J d u_ fii Qj M M W In air t9 ='ate z o 13 �Z a c W E- 00 to� mo ON G m Wo00 2) rn W 0ow ZIrN CN N U �a LL 13 v ❑❑❑ Z 0CD z z $ < Q �a M � z cc CD �--+ cn w � Jm 0On N = .. U c r _ pEp I • sm Cn w co M o m z 4 U_ — o o s QE C OU _® Da (O �OV a ¢ �O O O N a p W z z N i wo ¢o ¢ mf n3 Cn a�z o� �m O z Z J 0 YZ zz N 0 p dW o� ¢¢ O d r O VO zl< 3 c 0 >M J ^L1 � m W '— m M Q C:) rl m = � T T�ue 0 04 O Cy) L0 ._ >N N J r T � T T co (N r r 00 CV T o Z cc Z E O tL a U � Q p c JOB NO: 20-8069 SCALE : AS NOTED SHEET NO. 3.2 l 3 00 00 C S n O J O I 0 J m CD C x _n J 00 I Q N aci v i C 0 H a N N v a H E 0 x `o c c J N N LZ O U c 0 UI y U aD 0 i a c 0 v U J LZ N 0 0 v 0 0 a N 0 SIN v 0 z i= m 0 2 1 iv `" 2" iv oo _ ifl 11 �• VARIES *NOTE: FOAM TO BE USED WHEN" REQUIRED BY ^ COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" �2"� BUILT W/ STUCCO. EDGE OF OPENING V-10" ^ N 12' CAP 1" RADIUS RADIUS 1/2" RADIUS 3 1/2ONLY 3/4" RADIUS 4 1 -54 1/2" RADIUS 1" 4" VARIES VARIES � Cl) Cl) r 1v MIV rIN CAP Cal 1" 1" 1" 1" 1'-0" 1.�.. 0 2� 2 ill, VARIES VARIES SIN 1� 1.' 1 0.1 1 „ 1 1/2" RADIUS f 4 34 4 Mld MT7 1 n 1 n 4" 42" N IN � F�T� 3„ SIN 3„ a, 4 4 MLa MIV � VARIES 12" _,,, _,,, 2 2 e SIN CY% 32 11" 32 1" r' 1 „ 2 1I2" RADIUS BASE '- CD �' BASE 3,, 4 7F N 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 a� 1=f 1'-6" 1 1 -4 1 f� 24" . ' - O (V 1-1/2" THICK 1-1/2" THICK 10" ^M 24 v 10" 6 4 1� 2 - fV 2" 4" 3" 6 2" 2,, iv M0 w � I w � �M 1-1/2" THICK 32" 21„ 4 _ - M -� 2'-4" 52 1 5 52—'� IN 174 ^� 4 ,1 2 Q M 1 4, 3 N - 2 Illjrl,'Illr, 0 I N Ld 22, •I co - 51„ 4 I VARIES VARIES VARIES VARIES r4l" 8,. iv I � (° i R6`n `° 211 I 32 Q�ry � IZ' 44, Q� KEYSTONE F11 b OPTIONAL GARAGE DR. OPENING 4" /=;O. KEYSTONE F11 ^ OPTIONAL 3y3'4" 3 ' 4" WINDOW OPENING NOTE:,1 INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" (V CV CD � R¢41., �. J. VARIES 2" co o 1 " d' NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 101, 1 4„ 101, 14' 1' 64.1 14' 0 N 12' 54,E 2'-1" 1 �_ 12 , 54„ A 1 le N N N - CO N CV bo o i0 c0 ;- 1" 2 GENERAL NOTES: .M� � • 1. I T 5 LB S DENSITY S YROFOAM • POLYCOAT (HARD COAT) ACRYLIC SAND FINISH O fV O fV CV O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W ,W/ Q wt EE pp� 8 r N it V FA N �' O c J N LL 0 M Cn ' W J '0 uL J U LL Qaj Z M M W N J Zu- Z d a O w O .. .L.. @ O m Ib O 0 Co m W ( � rn a o a Z IL O < ❑ N M Z a Z N U� U ❑❑❑ W V M Z Z N M O IR ZQ d Q � ¢ o Wal 13 N M N z (D N o LL C%S W V � Y O VIM C N U W � J U c o N U) Q o w M M w o J Cd Q E E O wz < � Z 0 -0 ZJ E X O 0 0�Z a ¢o Jo Na m0_na z��w 0m.Z �m `n rn Q ` �� o 0 a nw W U< w o oir z3 O O Q¢ y0 V za d 0U C 0 ` > ('7 J L \ / '- m cD M C U m co r O N N f r I M N � •-- W N o CIO :3r �; z Z E � 0 c _m0 d U _j Q JOB NO: 20-8069 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FE5WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j 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 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kEg PUSH BUTTON SWITCH (OPTIONAL) ko 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) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M] ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 1 1 200A INDOOR PANEL CENTER F.NEMA 1 AMP METER MAIN O 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 14 copper to lights & outlets 12 copper to 20 amp cos 10-2 copper to WH 10-3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN — ELEV—B1 SCALE: %4"=1'-0" 0 CV C=0 CV CV 0 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 Engineers signature and seal. W Q .I E O o � O O ro N N # f0 J C 7�Cn 05 -CI NLL J ik W 0 � Qj M M J LL LL J a. LL W rn a.LL d Q z o Z_ 03). _ @ o 0XI-- m O W - N O 'og�a, m Q W 00 a IL to M o rn a Z N ¢ �� U J ❑❑❑ W V M ems— Z o g z Eq Q o Q N V I Z �O - o 1 v - 4-1 cr3 Ij O tN w C Ly N , v E 8 r ' L _ � N _■ U o y e t0 ti o i M cr3 0 3 a —J U_ n E E z o w� >� <� �® oa Z �_ ru o E o x� az w o� �z wz CV a3 >_. o w 0 � � 0r 1 0 z� Z J < O Z z U) 8 Zo aZ Z w a w W � Qo F �- o hZ W QQ = 3 ;o �7 a zla o 3 �I 0 M _J L \ �— co M N r C) /C U W m = � N 0) r O O LO J cry N .- ai 00 m z T N a z ca @ 11 U -a °3 Q O C c J JOB NO : 20-8069 SCALE : AS NOTED SHEET NO. 4 v+ 3c 'o m an N S rn f` 0 O COO 00 I O m C W7 00 O J 0 I N v v Q� Y-39 Q N O v d F�— N E 2 O J y a> LZ E2 U O O C-)I .o i a c O v 0 Lz: 0 0 0 0 0 0 a N 0 rn 0 3 0 m v N ATTIC VENTILATION CALCULATIONS - B1 (TRB ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1l300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Am t Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators I Main 22.00000 2.000000 Floor 1999 1919 274 960 69 480 0 606.0 330.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: %4'=V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN — (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. d ✓ LU f ��IL 1 � , NN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer`s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q m O O N - Oro CJ N i! C J a) 00 LL iz i J as W '6 LL J m r U) M Lo0L j �MaW LL aZ WO5m:3 JQ OZ 'Fa e O x I- m o O Oi � m �W LL OZo�Z 3 cOUra 71 U Z N (h O p z CO Ia O J � W N r � V ! z V CD ) O LL 4-1 U'7 � m w0 y U O U c w m o i o U 'o U) Q c W \�N O J K M Ch ¢ z z .J LL Q I= v zo wz >o ? Z V ca O E Oro ¢U pa ao z0 w U¢ O¢ az N i ¢o J . r0 W. U 10 m0 O Ott r z J m Q W ZZ dl 8 a z0 T 2< wLL az 0 �w W T 3 U Q E a� F F 3 �O So O w¢ i< a OU3 C o N T y >M �L1 W '— rr M W m o N e'er O O 04 r U) TT LO r 1 M N n T_ N T o Z m Z =3 E 10 N c @ a U J 0 4 Q 0 c JOB NO: 20-8069 SCALE : AS NOTED SHEET NO. 5 c c d -8" 3,_55" 2.6$ H.Bt :s A TYP @ 1 STORY S3 U.N.O. ■ ■ ■ ■ ■ ■" "■ ■ ■ ■ 1 ■ ■ / 1 � 17'-27" 8 5,,11 11: 2'-9" 2'-8 -11$ 11. • rat + N F-it 01-01, o II 11. t1+ I ■_ o - `0 I ��� I HVAC CHASE \M I II I I• I ;! I N �\t + \� + I "' i\ BASED ON �� t ih LOCATION III 10'-108Z" s ■' 1 ........ tj \ \ ......... LO HU — CJ CJ — — — CJ I 2'-6"x2-6"x1'-0" W/ (3) #5'S E.W. i 7 _ 3E -68' ( TYP @ 1 STORY U.N.O. 1 • . : : . . . . . . 1 0) • • . ........::::: J.. ::: :: :: r, — — — — — S3 in M .1: .I.. . ■ I S3 3-1/2" MIN 3000 PSI CONC. SLAB FO ■ TOP OF CONC./ PAVER TO BE4" 3'-8" 4'-4" I ■ : I HERNANDO COUNTY ONLY BELOW FIN. FLR. r — — 5 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 7 18 4-8 PROVIDE %z" x 9" 2'-6 x2-6'x1'-0' `� L �' -3 1/2" MIL VISOUEEN VAPOR BARRIER I RECESS FOR FIR DOOR W/ (3) #5'S E.W. I 3 1/2" SLOPE 16'-11$" 8, 64„ — — zo — — — — ' EO in L--I--- ■ ■ CJ I III III-� 11 D.W. III w ■ I rr - K CC S3 CC S3 ( iD S3 STEPS AS REQUIRED : ��la PROVIDE 1 Y" RECESS N I II Illo I ; ; I FOR SGD. REFER TO I o _ b T F PER FIELD 1 II-J113 MASON'S SLOPE FOR I III -1111Z I ' • 7 4 z 7 1 z x w - M CONDITIONS : I I WIDTH L�� rn io _ 4'-0" 25' 6" 11 =-mJ11a' 20'-6' N I I LC EDGE OF SLAB 2" I (2) #5 VERTICAL x Cl) N I ' BEYOND WALL BARS I KITCHEN ISLAND LOW WALLS K S3 BUILDER TO PROVIDE I I I CHASE TO II ISLAND ( APPLIANCE PROTECTION S3 WHEN REQUIRED PER FBC ■: - - INDICATES FILLED CELL 3000 PSI CJ - - - - -I 0 CO - w/ t CJ :: I I ^ CJ t I 19 in CONC. GROUT FROM FT. TO BEAM I co S3 W/ (1) #5 REBAR VERT ABOVE SLAB _ iv TYP @ ALL PLACES SHOWN (: in TYP @ 1 STORY U.N.O. T I HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. ABOVE SLAB' GRADE 40 - _ _ -3 1/2" SLOPE, i 1 I STEEL" i 6PT. VW1 OPT. D ( : i ■ • I 0'-0'� I L--J i. #5 20'-1016" L____J 4'-711" I (2) VERTICAL I BARS �� I ro • • • •. •. •. •. • • • • • •. •. • •, • • •, • .. • •. •. •. • .. •. .. .. •. •. •. •. • • • •. • • • •. • •. •, • • O 3'-5o" 1 2' A TYP @ 1 STORY S3 U.N.O. N-Iffil 46'-0" 1 H.B.+ 2'-6" x 2'-6" x V4 W/ (3) #5'S E.W. 6'-0" 6'-0" 5'-23' 7 -1 g,i 54'-0" no 4'-10" L 2'-0" M" FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 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 Uj C CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *Alternate: Fhe reinf. bars shall be :ont. around corner by cold )ending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" -;WN 77 caF w� PS 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. ? N p o v V J N N (V itLL 0 ei 7 °1 J ik W U r ' LL J d LL M 13 Z O E y� o 0 m O (V tp m yWj in2rnrn ¢ o a Z LL � o<oN m F N Q O J W OU ❑❑❑ V M z � Q J M N z U o 4-1u, C � V 0, N o c Y �N s U) (_),6 LLJ m _ J E`.... U o y c U) Q 0 ° �0 sm C:,w CIDz M M n o 14 L Q E wo Wo �o <� _® 0 ru _0 K O o z o E O aQo z w Z. °z a w ra Cm m� o oa Z z J �U O yF Z <z �m Q zo tt LL U aw N W > v -) K A O � CID M-0 0 F < 03 C 0 M J � m W \ '— m M � T a C o 0 N T O - C: C14 r I T c-i CV !� T E 00 CV o � 'c � T iri Z Z E 0 y cc d E U Q 0 c JOB NO: 20-8069 SCALE : AS NOTED SHEET NO. 6 i—. (2) Cl) to 11z, U U U d-N! Q � a / 1 1 // ; 1 1 I 1 / 1 CJ3 CJ5 I O Q O F- Q H a a ' F- Q F- Q F- Q a Q a M a Qm m coNQ m m com I I I I I I SIM GE1 _ FG1 18 D1 EJ7 ' (2) 2x12 #2 SYP WD. BM. w/ FLITCH PLATE. BOTT. OF BI EJ7 SIMPSON HU410 w/ (18) TITEN 1/4" x 2 3/4" & (10) 1Old NAILS EJ7 I EJ7 EJ7 I EJ7 CJ5 I CJ3 ti✓, CJ 1 I I II I EJ7 I "I EJ7 EJ7 EJ7 X IN 0(2) EJ7V II I EJ7VA I' I I cb EJ7VA c�7 d. Q 2 X () EJ-NA 0 CJ5V CJ3V CJ1V EJ7V EJ7V EJ7V I EJ7V "I I) I EJ7V I I EJ7V �,��� co LO U U U A(2) TYP A zA U (2) 5 ES UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5l8" ANCH. /(18) 10dx1-112 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 1 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD76 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8 -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 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17.19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS TYP. BM TO CO. CORNER 7/16" OSB A. @ 6'-8" +) (e) (A) I OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (8) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). 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, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 �R.2 PLYCARRIER-J (A) INTERSECTIONS. SPLICING CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" •• cc� J' .C- F- To the best of the Engineer s knowledge, infonnat on 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 Q E toto m O O N N (� J -- C�7, 90r LL N O 7 LL'I N J# W fii (� N LL J (L LL M Q a j M WCn C— LL dLu Z O Z cocv O� L o Y m 0 ca J CO W o'i�rn ¢ a Z IL u, M Z ¢ O N ¢ U H J OU Z ❑❑❑ t ... W o g z < Q � a J a N z a (3) � � o LL 1 ' C w R U 0 V) w o �y N ) U � L,J J E 3 I .. I U O y " C Y Q N 0 O fw M M J N a o m z z a U- a E o zo oo W >o za Q� Z® oa CX3@ go �¢ U0 O Z E O N @ ao 1z i w p ¢ ¢z d Q C z % M O z 1z z N j N U o m H >z �, N Q� ZO o gZ. o< z wF w =7 O Cfl w� �0 a OU3 V z< C � ,O T �L > (� ^L1 m � W \ .� m cle) Q o N T O — 0 N r T M N � r 00 T— N o Z m Z :3 E (D iii U) m c FLU J Q J JOB NO: 20-8069 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 �� . O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81`441B/1T8F401B/1T 8RF400B/1T 8F321B/1T E FORM k GROUT SOUD (V Q O U 0 /5 BAR CONT. 81`12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. OEM 0 'MEMO 1M.-MI TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 7 J u' 8F16— B/1T a o Zo tNOMINAL.L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS cif preca tels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 MIN.. (1)REBAR AT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° 0 ° ° ° d .M.U. #5 REBAR AT TOP GROUT MIN. (1) REQ'D ° \ / 1-1/2" CLEAR ° °° r J 0 L ° 5 REBAR AT = w rn w - ° 0 BOTTOM OF n Lu W� LINTEL CAVITY o ci 0 u~i Lu n OTTOM 0 U O z i= REINFORCING a a c7 J u 7-5/8"ACTUAL PROVIDED IN LINTEL Z O Lu u^ Q =' C7 No > i #5 REBAR AT BOTTOM AS INDICATED 40MINAL WIDTH (VARIES) ai a- L 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications �F� 4'-0" LL �E 1 5'-10" LL LINTEL PLAN — ELEV—B1 SCALE: %4"=1'-0" •!,I r !'� {, , is ? •%`� 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 Is Q "T EE co p1p c N # V N U V 0 NN Q , 0) J a) � C L.L .5 N - Lr)— J W (n F- a W QN-M I W N mLiL a a ZJ-6; 13WLLI ; 0 r0 C V O a' I- r.-o m O ff m ¢ o a (1) Z LL 00 6 M Z < 0 N N 0� J Q 00 OOO . W Z ry M o 0IR Q c a J d N r` M o a-1 w y U 0 N w o ti N W U c w m r U O y r~ � x N o O r• Q sm ¢ z z co M J O Z. LL_ C- OV z. o� 0 ¢ o z as E ♦— �� �0 O w z ttQ -z CV t o ¢ o ¢ CO oa o Zr Z C J m a'w fn a < O zCO z O Q W Q1 Q o wLL a z �w 00 w <� .-0 >O CO � �za a C O > M J L m CU '- C10 Q C L o U o O7 CV T oN r- I M r` r r, 00 T 04 o Z m Z :3 E N c a EO 0 N Q c JOB NO: 20-8069 SCALE : AS NOTED SHEET NO. 8 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. BOTTOM GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE 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 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/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 ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD LY DOWNWARD AT THE T OF 100 PLF APPLIED VERTICAL P OF THE GUARDRAIL 0 0 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 A140 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4„ 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3l8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4,8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri ation/spprinklers stems includingall risers and spray heaos shall not be installed within T-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 C ncrete overpot/r and mortar along the foundation perimeter must be removed beore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-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 licensed be issued. by a pest control company before a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND CRO A O R MI L M AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. if/!l tom NY r N,G, . (� 's o `°�. "sv �FESaS �l 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 00 O E °ram° ,a, O N (O 00 U N 3t O C N .NJ LL a �* N T N J W �� PLL a LL a y M M W N MU_ii a a Uj -�-p �- Z 0 _z m=� 0�F t @o W m O m -� (y' (0Co Wo�pjO' o Z N a 00 00 coZ U Z U ❑�LL Ur M N M .- M � Z N M O o z < Q oQ J to N M z W U o W m 4-1 � w y cn OLn c N U LL, E t U o y C U) N 0 ° sm ti o w M M a2 55 a � Q E 0 Z � wz ZN <� oa �ca o= X, o 0z UdamQa wZat Z S N o_ o Z ZZ zVN Wa_�EFo U <a - w C> wa �O n Zs �3 >M � m WnL1 \ / m 0 °- CM N T CL n�1 V N O C)% .� � N T T M N n T 00 T N o Z M Z :3 E (0 iri N (° m a E U _j Q tj c c JOB NO: 20-8069 SCALE : AS NOTED SHEET NO. SIN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0/_ J 15/32" CDX a 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 MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 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 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 5'-011 O O O a - STUB -OUT FOR o GAS METER O o 'n � U ~O ZN • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL *"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) j Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRIG. WALL N.T.S. "' `"" ' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90' HOOK BOND BEAM v7 w CONT. #5 > STD. 90° HOOK BAR CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO �< �CONT. BASE PLATE BEARING COLUMN y PLYWOOD FLOOR SEE PLAN FOR REQ'D !3 COLUMN AND SHEATHING PER PLAN � � �=� CONNECTION TJI TO BE CUT TO ALLOW ,II FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL �j TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION a@ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule_ L Joist Bearing Location -- -- Series Depth End Intermediate @ 9-1/21,_ 2-8d 2-8d -- - BCI5000s 11-7/8" 2-8d 3-86 when / 14 2-8d 5 8d BCI 6000s 9-1/2' . 2-8d -_ 2-8d Clinch Halls f _ - - - @' 11-7/8" Mid 3-8d possible f' @' 14' 2-8d -- 5-8d BCI 6500s 16 2-8d 6-8d 11-7/8' iI 2-8d Mcl I BCI 60s@ --14 2-8d _-- 5-8d Tight fit —'�� 2x4IPl g ood/OSB web stiffener 2' - -7 2-8d 6-8d � min. - `--- 11-7/8" 3-16d . 3 16d _ y'N 1 BCI 90s@_ 14" _ 5-16d _ 5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— I 16"" A 1Y2" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" DO NOT CUT HOLES LARGER THAN %" ROUND IN CANTILEVERS. 3'-2" 3'-7- Any 16" joist S pan (ft) 8 V-0" V-1" 1'-2" V-2" V-3" 1'-3" V-7" 1'-11" 2' 4" 2'-9" 12 1'-0" V-1" V-2" V-2" V-3" V-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" 16 1'-0" V-1 " V-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 1'-0" 1'-1" 1'-2" 1' 3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-0" 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. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1�" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. When joists meet over wall, provide �1 3/4" minimum bearing for each. SIMPSC w/(22) NAILS 1 5/8" 0 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 AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION �L Joist kJoist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 10d nails. Install tight to top flange. Joist hanger Filler block. I Nall with jp 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4" 2" gap - r= Backer Block -1 1 "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height - requirements j j_ �� 0.6XJoist j p ✓� . depth I -JOISTS BUCKETS 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" v CENETERED.10 @PIPE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL d G A �, I ICI 11, �1 I I I I ICI 4 a d: a EIII=III=III= �I FINI GRADE I ITff�1TiT1T1�1T1�1T1 11 1T 11T Tn I 1TE T—I Tf=TTf=TT�TT=1 I f= 1=TTf= TTT=iTT I =1 11=TT�F PLUMBING LINE PVC OR SCH40 SLEEVE a r— SEE FND. PLN. Ie SIZE & REINF. T _ SLEEVE THRU STEM =TT r 12BELOW PIPE VERTICAL THRU FND. GRADE SEE PLAN FOR �• a .. FOUNDATION INFO a' STEM FOUNDATION GRADE - a REINF. SEE PLAN A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE a1 1 . Al a'° . •a z a Fc � d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATIONFl- -qPLUMBING LINE G a e a. a —I 11=� a SEE FND. PLN. SIZE & REINF. iifFti!JJJJ� `',,•:ti's;li? ' �' ,• �E •'''....... •• • •'• F • " �-s �f P x? - OFESSVV ''//'llllllltlE``\ 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. F ccoo E pippp 8 N N# 0 J LL .- cp _0 LL � a LL Q _:MM W mLLLL awa 13Z -� -6 Z O m c q 0 Q F LE°o � m O I% W N ,L m 02mrn ¢ o a Z LL � N O N N coZ OF Z U o" ODD W V Z N M o z z Q a N M z �N lL 4-1 VJ W U '° — M 0 N �N=1U) w o OfN U W J I I! .. _ o U N c U) �0 N 0 s eo o Z Cl)N Cl) 2 O 4 CI-U 0 wo z � a z® as Z CU fo E N X� s a01 o �o 00 °Q a Z � Q az W L C z �2°z y U z m° Z , z�C J m>z a ° z t/� 8= Z n 3 LLW a° W U Sao _ C o'z w oMJ= v is o 3 c 0 ` >M J � W \ m � T ^ V C)C^ W m = � � T O N 0 >1 N J a) r L0 , — I M N r 00 7— N o Z m z Q rri cv a E C)� Q p C: JOB NO : 20-8069 SCALE : AS NOTED SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 518"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 CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE 1) SIMPSON SP1 w/ S.P.F. DOUBLE ( TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @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.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING 16d TOENAILS T & B INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR z 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN APPLICABLE. v 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. FIELD °� "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK ° „ „ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 6" MAX FROM END OF 2 x PLATE 5/8" x 10 ' J BOLT @ 24" O.C. W/ @ �„ 2"°x3/16" PLATE WASHER (TYP.) (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 � � STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " `'' ELEV. Y-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 o A ° a A.F.F. O.C. 2" x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH V WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II _ (#15 OR #30) UNDERLAYMENT A ° ° a ° a Z 31/2"MIN. 31/2"MIN. I� I-�I ° ° ° a ELEV.-0-31/2 FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. i lII ICI I I i D • I I II I �I I II �I' ° ° ° ° - ° ° ° - I' ° a 2x4 CONT. A.F.F. O A I I=III=T=,31/2"(min.)- 4" b ° _ I I �I -T=1 1/2"(min.)- 4" REQUIREMENTS SEE R905. PRE ENGINEERED WOOD -I I I=I I I I - ° ° a _ _ _ I �I I I I=1 1=I �I �I -I I I I- I I ° - - - - o A I _ _ _ ° / I-III-1 I TRUSS @ 24" O.C. U.N.O. �- _ 77�-I I f=III00 - _I I I I III -I I �I I I 11=I I I I I I r ° I I` a ° 31/2"(min.) - 4. I I I=III III=III- 31/2"(min.) - 4" =I I I I I I I I �11 12 HURRICANE ANCHOR @ EACH -I I=1 I I I �I I �I I FIII=III�fI I GARAGE DEPTH VARIES -I I 1=I =T- _ III I TYP. TRUSS (SEE UPLIFT SCHED. W/ " I I 1=III I I Fir � � T=1=1=1 I' - ( ) VARIES ) 8" ° ° ° ; i= _, , I I L, I METAL PL. UNDER EA. TRUSS ° 2 #5 CONT. :,I I=„III"III'I IIII,;,I I r'III; (2) #5 CONT.' () MOISTURE BARRIER TYPICAL INTERIOR BEARING 4 1-4 8 INSULA ION LE SHINGLE ROOF U.N.O. MIN. 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 STEP SHEARWALL C TYPICAL BEARING WALL @STEPrcC NAILING SCHEDULE ON SHT. „= ,_ , °- " "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 SCALE: 3!4 -1 0 S3 SN1 FOR ADDITIONAL SLAB ELEV. VARIES - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C \ , MAN ors SCREWS @ 7" O.C. INSULATION PER FBC AND ENERGY U (1) ROW 2x BLOCKING @MID HGT. SHEET LOAD BEARING OR CEILING & 8 O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. <_ 8'-6". (2) ROWS NOTE: 2x BLOCKING @ 3rd PTS FOR 8"x8'%16" KNOCK -OUT 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION SEE SECTION C/S3 FOR INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD () �° WALL HGT. > 8'-6". 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 1/2" GYP. WB (MIN.) @GARAGE PLAN SEE CC/S3 OR N LAYERS AT TOTAL THICKNESS /8" OVER CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. (10) 10d NAILS 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. 2x P.T. PLATE NAILER @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3500#EM N DTENS TENSION SHEAR (IF NO UP LIFT ON SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 5/8 x 6' EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR (6)1/4 x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING - *SIMPSON SP1 SPACED EVENLY BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 FIBERMESH BAR N w/ (10)10d NAILS �l WEEP SCREED INSTALLED W END OF 2" x PLATE WWF OR FIBERMESH r ARCHITECTURAL 2x P.T. PLATE o TYP. T � PER MFR INSTRUCTIONS M ASSUMED FINISHED #3 OR #4 REINFORCING BAR w ° 1x2 PT WD FURRING @ 24" O.C. FINISH i i GRADE N e ' '' = z #3 & #4 LAP SPLICE GRADE 40 MIN. F�_ 40ksi a _--_T o ° GRADE 60 MIN. F - 60ksi] � -i I III -III p I I -I I (-III=1 I Ir (1) #5 VERT. IN FILL MONO OR STEMWALL ° z Cl) _ - - -0 p FINISH GRADE °� 25" MIN. LAP 130" MIN. LAP] [ I-III- 1/2' GYPSUM WALLBOARD III- _ g 11=J=III I I -I ° • I I I I I I1=LI-i 2 -IiI- _ W I_ A . CELLS (SEE FOOTING MONO SHOWN - 1 I I - oo w I 1 -III �- U.N.O. °° O° 6 MIL VAPOR BARRIER -III I ( P o ° I I-III=I - I R 1 7/8" `� FOUNDATION PLAN FOR CLARITY ° = _ _ I I=I I A. I I I=I I I -I I #5 REINFORCING BAR III I I (=1 I I-III=III L=I I 1117 FOR LOCATIONS) p o �I-1 1=1-I-� I I I I I-III=III=III-III_ i� z 2 #5 CONT. =1 I -III III, 1x4 P.T. BASE NAILER ? II I °=III= I�-1 #5 LAP SPLICE ( ) NOTE _ - - • - ' ON 3"CHAIRS PORT EACH ° III-= - _ - I I ° . I I=III III T I I 36" MIN. LAP [36"MIN. LAP] g" 1'4" $" ' D' I-III-1 I I=1 I I-1 i t III=1 I * --III L-III COMP. SOIL. (COMPACTED TO -1 ' - _ _ (�'P ) 31/4 BASEBOARD FOR BEARING WALL -III=III-III-III- I - - (- FILLED CELL TYPICAL _ - _ -i 95% MODIFIED PROCTOR ASTM �- I -T=L=III-I I I -I I (-III-1 I 10" MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR W/ UPLIFT ONLY !III III -III= =1 III= ( I it l ,III D1557) III I I I=I I1=III=1I I I I I=� 1 I-1 _ - I I-�-I 1 I-III-11 I-11 I MIN PSI MAY VARY PER III=III III III=III 4" 1'_4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -III- (� ,IIII it l III III=� =III CURB DUE TO SLOPE - -- #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/UPLIFT rG W1.4XII WWF OR "FIBERMESH" -II - - DECO FINISH 4" to 6" BELOW GRADE °° I MINI SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 My 6 MIL VAPOR _ 3 1/2" WWF OR FIBERMESH min.) 4' -I I BARRIER D C 4 `V a ° A - a - v GRADE COMP. SOIL. - • • ° '_ r- _ - -. oO = _______TI = - __ -I. - - - = - (COMPACTED TO 95% - I - - _- El I -(1) #51REB R w/ OPT. MODIFIED PROCTOR ASTM D1557) -I I -I I- _ =I I Il r-= I � r 11=1 I IIII S E ENCLOSURE 11= 19 I I1 3" MIN. CLR. 4" I I (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 fi00K (SEE MIN. U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS � z M � -IIII e. I� SEE A/S3 OR J/S6 I IIII I I III Il I II FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E v CV ' Cl) _ .. =11-• I I -I I f- ., �`� III=� I I I I iIIlI111111 1.41 � I -III �_a' •, .• ' = �I I II � I I :•� �I I I R /S6 I I I I SEE A/S3 0 J FOR REINF. INFO. 11 I I 113" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) �� r WWF OR FIBERMESH P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0.-011 J CONT. BEAD SEALA� INTERIOR ° f 31 /2" i v• CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB -,,,- OP m a C - M 6 MIL VAPOR = - - BARRIER 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN oo (2) HTS20 FOR STRUCTURAL :- BEAM SIZE & I. ) CONNECTION INFO G, .I 1 I 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � j a w 6x6 P.T. #2 SYP .J w o LU ABU66 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 ice, SIZE AND REINFORCEMENT) WWF OR FIBERMESH co 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 I 1 1 t - 1■�COMMUNITY SPECS 1 I SEE FOUNDATION CONC. PAD INFO. TAPERED COL'UMN FRAMI G rCD12� SCALE: 314"= 1 SEE A/S3/J/S6 -` IIr FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E d CONT. FOOTING STEEL MAT REINFORCING. t1 ' M 00GRADE_ a ° 0 L-1j, =1 =III ° Q. -I l `1 z = = - =III-i= - w I-- u_I a- w w -III -1 =1I I- z Z O��= -I_i • • • - _ ZQ tl = a ° G jTj 1 11 F"� g FOOTING v -1IP7,BEYOND PAD REINFORCEMENT—/ -III -III 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN� SCALE: N.T.S. S3 c OWN `40FESS\ �\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E v. 8 00 co I- N N# V Q O o Y n to J N LL N W LL J d iILL Q M M mLLLL W W ° a Z �-o� �zo o 0 a 0 O m W W 'o mC 05 C'' i ¢ ❑ ° Z LL00 ° If) (�' Z ❑ N 00 Ln U W CD z � M o g Q z � � U) J N C7 N z Qi C7 0 a--J u, U O g N c �V) U W J i U 'o ° C N N 0 s eo o M w p w z M J o � 11 E o �o oz >o <� =® E Z E N XO �a�< wo 0O O rr? � < - m8 ��< o Z m U) 3 op zz ¢° LL a ww W c� < 0 8E o V' <a 2 < I; '� u 3 O c � > M J W `J °- to 0 co � T III U 0 o ^1 m C� U O O In J CV T = M o � r 00 CV o m = Ui Z z E 10ru a v Q o JOB NO: 20-8069 SCALE : AS NOTED SHEET NO. S3 (MONO) 7 W r 3 J m -°o c I'M n 0 J cm CD 0 00 I 0 i J m 0 J 8; 00 I 0 i v 3 ♦J a 0 i v a E 0 LZ N J N U v c O UI .o i 0- E 0 a 0 r7 N 0 0 °6 0 0 a N CD 0 0 CD 4 0 (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 ) DOUBLE 2x TOP PLATE —� .� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/(3) 12dTONEMIN. EXTENSION FROM EVENLY LS SPACED EXTERIOR FACE OF BLOCK EVENLWALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS EXTENSION FROM EXTERIOR INTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S/� 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 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 GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ,CE OF BLOCK WALL IS 2 1/4" TO DRAIN CIL EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW(7� MASONRY LAYOUT rD S4 SCALE: N.T.S. 14 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT n 8" STD. 90 HOOK 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 11 i NOTES: 1Q 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL 0-1 r W 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. --8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF ' GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFFA� N� 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" ---- O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET i AGE R uvvn r nr�r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS 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 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT. (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 O,Q SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� a SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS I41,rr:111111 12 (TYP.)SEE ELEV. 1� SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD i] 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) 1 #5 VERT. IN CONC. FILLED CELL-- W/ STD. 90' HOOK IN K.O. BLOCK aTp- 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 . 48,�PLICE STAGGERED N. O/sin. \\• � �10d @ 8" 0/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO 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. c F= 2240 LBS Jet SIMPSON C SIMPSON SP4 SP2 A*— i P.T ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE V2-16d 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. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR 'F) 'F) 'F) PF) Q.T.R. T.R. ROOF TRUSS ABOVE 2X BLOCKING G I I 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX, B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 T 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. W M ��Q E v' V 10 111 •: osj . =th 5�P;� v "? O F E S S'at`,,�,��� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. - - to W 'It E Co Q O N Nco 0 ��' 0 0�� 'O � � �Co F-- U_ J a u_ wn Q �rNiM LL U_ a rLU a 11 Z_ C. OoI' LyaoNcp W 0 m m JO ¢ �a 05 Z co LO N Z m O Ln U0 N Q °C � z ❑❑❑ W z N 0 0 z 51� Q a J �^ M z �N v LtJ y O w o V) v ® F_ £ M L U i......., I.✓ v o c U) sQ N o I� o w M M a o Z Q E E wo g K O ? }� o Z U — f X o �a 0 0 U o� z o N<o r zwZ Qo ¢w � U mo zz Zr h O �� }Z � . 0O N � F OQ Z QJU W K <p d Z K a� < x 3 o wa XO a _< °§ c 0 qt Q) >M L 0)0 '— M T Q C^ U 1 �C) �1/ W m o N O - O LO N J T" 0 I M� r r r..' 00 o ' N 3 T o Z co Z y 10 acc a U � Q C, JOB NO : 20-8069 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SIDS SCREWS TO BLOCKING & ( 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () Od x NAILING SCHEDULE FOR 2"x4" 1 Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. OUTLOOKER SEE STRUCTURAL NOTES SP6 FOR 2 6 WALL USE () ( ) OUTLOOKER �� TOP CHORD BLOCKING FOR @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL TOP CORD BLOCKING 45°± @ FOR SHEATHINGLIJIULL 24" O.C. 2X4 CONT"L" BRACE DETAIL TOP CORD BLOC74 KING FIRST FOUR ROWS OF 45° ± 24" MAX. TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2) 1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 1 Od MAX. & (2)1 Od TOE NAILS @ .• AT LEAST 90% OF WEB @ 8'-0" 0/C. 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 ATTACHED W/ 1 Od 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 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ •• EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL � NOTCH ' L BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT 48" O.C. @ WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - 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" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. SCJ SCALE: N.T.S. Srj TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS A SP8 FOR 2x8 WALL) 2) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 1 Od & (2)1 Od RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4'x3" 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 1Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �'!5 () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J OUTLOOKER 24" O/C ON SHEET S5 FOR SEE STRUCTURAL @ X-BRACING, AND TOP r NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `� °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS � GABLE TRUSS ATTACHED 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2 x 4" LAMINATIONS W/ (1) ROW @ 48" (4) FOR THE (2) 16d NAILS W/ 1OSB SHEATHING ATTACHED " (3) 2" x 6" LAMINATIONS WI (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. O/C w/ (2)16d END TYP. TOP & _ JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED ?� •_ _ SEE PLAN FOR 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 ,CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ . _ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARI G LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" 5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION 9 ADDITIONAL INFORMATION. S _ 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 1 Odx3" O/C TOENAIL 6" O/C W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" /MIN. SEE MM/S5 RUN ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 �. � all � � . , �II � �-� ' II° � _� .>II� \ . I� , it � `_ - � ° � �I� � � . °. �I.: � iia�` • -� II ` `� .II�_'� J CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. 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) 0 Z w BRACING w/(3) 10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DIET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Q Uj LU o O Z O w � w m o 0 ' O � 0 � a w Q o � ' O O o T � rLu ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 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 1063" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4„xl 1/2" SDS^^ ^ GABLE END BRACING DETAIL SCALE:3/4'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION NM"UN JF'Z W/ (1Z) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 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 /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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION NN; F L. '`•,, ESS�o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ::. W 00 Qzo4 o p 00Co i- U N N O J O N y r N co LL O> N J M LL J a LL M M Qj W to ccoLLi� a a zw Z M_ v o W C�c_ m °m o (V c0 m W W. r°�ajO' p a LL � o Ln Cl) N UZ U 0 J O W 00 z Q U) J d N N z M O W 4-) ca w � U 0 g N w o c y V) U � c l0 U O y C to N o w if■ M a z a = u �o o� w`z >o go E M o E a�ixa oa U0 a= Z N t `o ¢o 0.w i C Ox U u=m m0 o Ott Z > 2 CC)Z j a ° �z N zo Q U �3 O¢ 0 �w W o� w �3 CD<a CID z�- ;o a O O � i > M J ^L' 0 2 W '— CID CM co co T r�ve 0 04 O L.n N r 21 I co C i r 00 r N o z @ Z = E o N E U a w c a Q p JOB NO: 20-8069 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL MAX.MAx. INSTALLTION 8 , DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCTNACCEPTABLE PROPER INSTALLATION � DO NOT DO THIS 0 2"x BOT. PLATE W/ (2)10d @ 6" o.C. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 ` #5 REBAR (TYP,) ' ATTACHED WALL SHEATHING To 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. „ 3/16 0 X 3 LONG FURRING 3-1/4" LONG X 3/16 0 FURRING 2 ROWS 3/16" x 3-1/2" ( ) FURRING #5 REBAR ` (TYP,) ' AND NAILED W/ d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16 TAPCON @ 16" O.C. & 4" 2X8 ` ' BLOCK@ SPACING „ 1x8 P.T. 1 DETAIL O.C. 2-ROWS INTO FROM EACH END w/MIN. 2" EDGE DIST. ATTACH 1X8 D 90° HOOK JOIST W/ FACE NAIL PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL STD. 90 ` (TYP.) @BAND @TOP & BTTM CHORD, AND (8) 8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS t HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT METAL SEAT PLATE NOTE: O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL THING O AOF DOOR JAMB (REFER EACH END W/ MIN.TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" � OTTOMLAP BAND JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" 1x4 APPROVAL FOR CONN. /j // (2) ROWS 3/16 x 3-1/2" O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & „ O / 4 FROM EACH END w/ 2x8 P.T. END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ + -2 NOTC @FIRST COURSE SIMPSON HGAMI OKTA @ 12" O.C. wl (4) 1/4x1 1/2" SIDS SCREWS 2x P.T. AS REQ'D MIN. EDGE DIST. (2) ROWS 10dx3" 2x8 I L ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5� NOTCH WEB AT THE FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING 171 EMBEDDED STRA SCALE: N.T.S. SS SCALE. N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. 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 lsta COURSES SOLID t4GROUT EMBEDMENT INTO BILK.) 1/4" MAX 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 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 BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. URTHER INSTRUORD CTIIONS. . SCRIBE (NOTCH FACE OF ARCH W/ (3)10d NAILS OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL a. CONNECT W/ Sd NAILS BRACE/BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'/z' WOOD ) ( ) `DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. 4' MAX. RAD. UE SIMPSON 1/2" HD ICENTERED) w/ � x °�FRygN TO TRUSS TOP CHORD ARCH DETAIL J MS1' N. 4EMBEDMENT AT 16'O.C.0 C. + + GTN r 11 r rr 1 -O 5 -O SCALE: N.T.S. SS 12 PLYWOOD SHEATHING + JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN , + + + 2x6 #2 SYP @ 24" O.C. + + INISH FLO QR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED ALL + REQUIRED EMBEDMENT INTO ) PER NAILING SCHEDULE TO SUPPORT ° #5 BAR 1t �1/4„ MAX Z-8 0 TRUSS + + SOFFIT > D 4 1'0' • CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON + �' d ° All, 9 H IN TOP o 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H NAIL/ (10) 2X4 SYP EACH TRUSS ' ®s ° s g, KNOCKOUT/ N CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 MAN. O PROVIDE 2x _ CONT. W/ CONNECTOR '�®° � d MONO FOOTING •> a. . . t, ° PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS , SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS BUCK - (1) WITHIN 4" BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY—/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT 6 z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION .,. o 90' HOOK N #5 BAR IN 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 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ►; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �� �� � ��'� ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" = 1'-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 ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. AT 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 SIEMBEDMPSON "SET" IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g _0 N. EPDXY MIN. 6" EMBEDMENT & < SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3 MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , O A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL u o 0 LU v a REINFORCING AS FOLLOWS: ' SEALANT,_ f� f= a a a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p�. ° I I ICI I I-1 I =� � #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL o ° I TfG v Z a g EXISTING FOOTING (2) #5x6' IN CONC. SMOOTH. DO NO FURROW. T� T�I ") N FILLED CELL _� �( DRILL 3/4'x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE c. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p . n O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. _ r g p . H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° \ a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. EA. WAY SECTION 01COVER A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN Jq EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. - SCALE: 3/4 - 1'-0" SCALE: 3/4' = 1-0 „ FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ^v wNtlijj��',,''/' 0t %�.. RpF SS\0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q v EE o m O N 0 J O C4t 00 u_ 0) " In j anJ N W Q co ajMM I W LU @LLU a a Z m q O M F rga o m O CV IL= L M z 0 O U Z N Q U ❑❑❑ W M 1,�2 O gj Q o Q J N E3 N z CD o (L) a--+ w � O vI �N c rn U xr = w U ) H Q • oil Is o coz Cl)a M U_ zo LL E Q ca Ov z o QE > o ry Z® oa F— ra _ x a o Z o @ N wz � ¢Z &a ww L C C €p xY 8 "m mF o Ott z, >aw Z QJ ' Q ° z W a� S < g a N F W T 3 g ez 2 CD < _3 CD o <Y ;o a V z aTO0 3 C 0 i >M ^L1 � N W '> f0 M O ^C,, W m = � N O � LO R,.() J N rn Ln r I M� n r a; h N o E Z E `m d E U 0 Q p� � JOB NO: 20-8069 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB -­--- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS vvr x-- r vu L r r r Av v r w TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX &EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� ----/—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN � SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM aC� RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A OPTION B CONNECTION INFO SC EDULDE/PLANM COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" SEE PLAN FOR CANT. �7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C MIDDLE BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS —' • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 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 VARIES r_ 1J ,, x z,, >TT, z 2x STUDS @ 16" O.C. �� ROOF SHEATHING SEE 1/S5 FOR ( ) ATTACHED PER ADDITIONAL SEE PLAN FOR w/ SIMPSON SP1 w! 10 10d VALLEY TRUSS NAILS AT BASE & SIMPSON 8d NAILS AT SP2 w/1 NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. (2) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d �/t_ _/L COMMON TRUSSES. 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP—t�—��� ATTACHED PER SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING ATTACHED PER NAILING NAILS TO TRUSS . AT BASE SEE J/S6 FOR BOTTOM CHORD PLATE MORE INFO. � GABLE LOW ROOF/WALL STUD) NAILS TO EACH VERTICAL SPF TOP INFORMATION SCHEDULE TRUSS SHEATHING ATTACHED _ VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d - 2X4 BASE PLATE W/ NAILS 16" O.C. ALONG W/ VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD @ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO EACH COMMON �y� 1 1/2" NAILS TO BLOCKING '1 BELOW @ 16" O.C. WOOD WALL SIMPSON MTS12 w/ TRUSS/ FRAMING s- OR TRUSS. 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS r 16" O.C. W/ EXTERIOR TO FLOOR GIRDER SHEATHING ATTACHED BELOW @ 16" O.C. NAILS EACH 1'AA STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON P (3) 12d TOENAILS TO -L LYWOOD a - HETA16 w/ (9) 10d x 1 1/2 NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4 -0 O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ -+ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. >< o MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER TO GABLE TRUSS LOW ROOF TRUSS W/ FLOOR G.T. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR (2) 2x6 BLOCKING UNDER MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY r8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE:NTS SCALE: NTS SCALE:NTS SCALE: NTS DETAILS & SECTIONS w/v . "4 ! °'9 O F S S1 O� ,, E , fill) II111111`0 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. N00 Q 0 W 8 N N# 0 0 N � m # LL O) In U U) 7 LL7 J W r4 'p L. _j a u- Q >> Qj Cr'-4 M Z W N —� .6 - Z O Z M cc OOY F- L mo , m o ` N CO og0)rn ¢ W na UW 00 N Z O x O N co 0 N U J o Z cat ❑OD _ W o� z Q � Q a N N M z U o 4-1 W U O—� W p U � W F— _ pE U 'o m � U) 33 Q o �0 o w Mw ¢ wJ Z L.L Q E E z o o° Wz y o 0� '@ oa OU F- D 0 1= xS <` < = a� 0< w w C'V tw z Oo ¢ L � m E pa _ z U) J �m < ° >Z zz [) � 3:p � z0 Q U LL aZ W U o k w w¢ 3 � 0� >° CDco a 211 �03 0 c � > (� J � W '— co Q CD U (/ LO N p L,{) T I rn oN LO r M n r 00 E r CV o Z Z j E Oto fi a E U 0 v a3 10 p JOB NO: 20-8069 SCALE : AS NOTED SHEET NO. D 1 3 v Eo N c S M n 0 J 00 co N m G7 0 0 J o I N c v 3 1V- Q N CD i a FT Cn 0 O C c N E2 0 0 0 c_;,I d .o i a- 0 0 J Ii N 0 CV 04 45 0 0 a N 0 rn r 0 0 in 0 MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER F RESISITIVE 1y BARRIER TAPE (ASSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure t resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --� OVER RIM JOIST AND UP WALL BY 6 IN. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER S 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK- 2)e SEALANT JOINT 5) SEALANT FROM ISIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. DO N07 BOTTO'. CI AW11 SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL-_ PRODUCTS DETAILS TILE FINISH_ TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC 1/2" DUROCK-----_ R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as O in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU a 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT 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) SLOPED MUD BED d 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN d 8. Mechanically fasten as necessary SLOPE 4 C WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) ASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v \ 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER V 1'-4" PER PLAN 1'-0" PER PLAN LOPE as a d a a d , SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Q � W W m Q cz G 0- a Ir a a- = CO U uJ W _ M Q Cr W �I 0 WINDOW UNIT FLASHING REQUIREMENTS � DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is - 3/4"-1" BEAD OF CONSTR. intended to resist liquid water that has penetrated behind the exterior covering from further intruding Into the exterior wall assembly. An ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING q p g g y THRESHOLD OF DOOR AND exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of RETURN UP JAMB 6". USE LIQUID EXTERIOR NAIL BRAND OR EQUAL WEATHER providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish PROOF CAULKING CEMT. FIN. systems, architectural trim and embellishments such as cornices, soffits, and fascias. SELF -ADHERED FLASHING BUILDING PAPER WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR 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 RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall 1 include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual 2 A I O layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater SELF -ADHERED FLASHING than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or LIt LCEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE 9• pp 9 pp • 9 p ry FLASHING JAMB& HEAD THROUGH SELF -ADHERED cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING, SEE FLASHING SELF -ADHERED FLASHING AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or FLANGED WINDOW (SEE DETAIL WP01) ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall PAPER TO EXTEND A MINIMUM 6" RELEASEADHESIVE AS SHOWN) finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings VERTICALLY FROM BOTTOM OF shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the THRESHOLD :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED 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 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) c DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH��- PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS S�SSZSSSS II< R STOP A UOUS BACKER ROD NNT TITIOUS FINISH following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be 2 sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 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 autters. STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH FHESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL 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 O N 0 N N 0 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 v EEp o 8 0 N N # . �.% 0 Lo ^ m 5�T N � pNp it- J 3k W fn a rn F 22 N M (`�') S . - u- a. u- W co Z O Z _uJ mc0 Im o 0IY F X Om O Wo . m J mQ LL = r°�pjO' N� LO Cl)Z a <oN U _ . z Q Ln ❑oo W V M Z N ih 0 z � a J a QIda U) r M N4-1 z0 � o � L VJ w � U � �O 'V v ) g Ly N U) �> U c w J e �3 i i o m Q 2 o S� O M w Z M y z o S � Q � U- ce a. E o E V w o z <� o Z® °w¢ F.- n ] O E �a ao a� Z O a Q) L wo o ¢ aZ u w Wm rO U O c o z ,Q "m 0 oZ Z Z __ QJ aw N d a O Q z Z Q U Wo Q U �w C ao J= o a< ;o mi O a C `` > (� J ^L > '- M � T < ^ L U 6 0 ^, m o T 0 N a� � LO J N rn LO r � M � E N o � Z E O U J Q 0 J JOB NO : 20-8069 SCALE : AS NOTED SHEET NO. W P x9aW&Wff Mountie Brackets (10 Gau el Mounting 9 41 /2' x 4 1 /2' x 2-12" o t See Anchor Bolts 1 /2" Dia. A325 Gale, tTyp•) o o � Back Cross Support ` (May be cut to W \ Right Bracket I Gauge) # 14 Self-Dril ling 41 `-•Or Strews N a 1 +0-S 8 A/C Urilit Bottlam Edge t rturricane Strap i front) (Typical- 3n t ) Washers Front Cross Support (May be cut to II Self-Lcxkin Nuts y 9 Left Bracket 16Gau 4 ) #1 �Self-Drilling Strews ihru Brackets 2tkets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 eachside for hurricane e use) Spm& wtuAlatil truttuilwai Ls arc pri 1•trlat with a a 6 Hurnuar An $txc_ Rrired avai Inir o otn Seat 8 � �9 F� 1. flyA { aPtt3'1 Florida Department of Business & Professional Regulation Page 1 c Building Codes and Standards 328/2C Product Approval Application Detail Code Entity Nor D.4 P�4 DatePending Date TVpe Version Manufacturer Contact Engineer & License Validated By validated Submitted FBC Approval Approve Status Revision 2017 nufacturm9• LLC Gulf Coast SuPPIY & Manufacturing. En9David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/102017 10/172017 12/122017 Approved Category: Roofing (352) 498-0778 PE-75519 (:iU) 300-1800 Subcategory: Metal Roofing info@gulfccestsuppti Compliance Method: Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer FLIH1651-R3 PrriduMs Quality Assurance Approved for Use Approved for Use Impact Dsslm Se # s Product Model. Number or Name Pr Product Description du t c Contract Expiration Date In Z H Outside HVHZ f Resistant Pressure 1 0.032 uof Aluminum SV Crimp 8q P Min0.032& ud� 5 V Crimp Auminum Roof Panel q mP 04/12202 4 No Yes N/A -NIA/ war 15/32&quok Plywood -108.5PSF 2 0.0329quof: Aluminum Gulf Lek Min 0.032&qud: Aluminum Gulf Lek 16&qud: Wide 04/122024 No Yes N/A +N)A/ Roof Panel over 15/32&qud; Plywood -116.0PSF 3 1&quof; 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.0P: over 15/32&quof Plywood 4 1 r u � 4 e. a sa Loc & d, 2 V q 9 n & d� Ver Lac 24 a 16.5& d: WeeRoof Pe el qu g qu 1 sa 41 4 0 / 2202 Yes Yes N/A +N/A/ ever 15/32&quof Plywood -138.5PSF 5 ,&quof Versal-ne 0328qud; Aluminum 18quot, VersaLoc min 032&quot Aluminum war 04/122024 Yes Yes N/A +N/A/ 15/328 not Plywood ood q -101.OPSF 6 1.5&quof 24ga Gulf Snap 1.5&quot• Gulf Snap 24ga. 16&qud; Wide Roof 04/122024 Yes Yes NIA +N/A/ Panel ever 15/32&qud; Plywood -116.OPSF 7 1 � 4 V se Lo .5& trot 2 a er c q 9 1.5& trot VersaLa min 2 e. 16& d; wide Root q 49 qu 4/ 24 0 1220 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF 8 28quot; 24ga MegeLoc Min 24 Ga. 2&qud; MegaLoc 18&qud: wide Roof 04/122024 No Yes N/A +N/A/ Panel ever 15l3 ud� Plywood pod 2& q 08.5PSF 9 24 Ga. Gulf Lee Min 24 Ga. Gulf Lek 16&quot Wide ever 15/32&quof 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 1C i 24 Ga. Gun Seem Min 24 Ga. Gulf Seam 16& ud; Wide Roof Panel q 04/12202 4 No Yes N/A +N/AI-93.5PSF over tx4 Wood Pudins over 15/32&qud; Plywood 11 24 Ga Gulf Seem Min 24 Ge. Gull Seem, 1 3/48qud; Snap Lock. 04/122024 No Yes N/A +N/A/ 18&q ud; Wide Roof Panel over 15M&quot; Plywood -108.5PSF 12 26 Ga. 5V Cnmp Min 26 Ga. 5V Crimp Rod Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp ever 15/32&quof Plywood 04/122024 No Yes N/A ,NW-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/122024 No Yes N/A +N/A/ Purtns war 15/32&quof Pywood -156.5PSF 15 26 Ga. Gulf Lac Min 26 Ga. Gulf Lek 16&quot, Wide Rod Panel over 04/122024 Yes Yes NIA +N/A/ 15/32&quof; Plywood -161.OPSF 16 26 Ga. Gulf Lek Min 26 Ga. Gulf Lek 168quok Wide Rod Penes over 04/122 No Yes s N/A N/AF63.5PSF 15/328quot; Plywood 1 7 26 Ga. CUIIPBR R Panel over 15l32& ud' Min 26 Ga. Gulf PBR oil q 04/122024 No Yes N/A +N/A/ Plywood 154.7PSF in" RoAtct ModN. Number or Name 16 26 Ga. Gu11PBR 19 26 Ga. GuIfPBR 20 26 Ga. GuIfPBR 21 26 Ga. Gu11Ra 22 26 Ga. tGrI1Rb 23 26 Ga. GulfRb 24 26 Ga. Gu6Rib 25 29 Go- Gu6Rib 26 29 (3e. GulfRb 27 29 Ga. GuttRb 26 29 Ga. Gulfi Search Criteria Code Version: 2017 Applleatbn Type: ALL Category: ALL Appllsailors State: ALL Oeallty Assurance Baay Contract Expked: ALL Prpd ,,, Description: ALL Approved for use outside HVHZ: ALL Design Pressure: ALL Florida Department of Business & Professional Regulation P �Pa 9 ape2 ore Building Codes and Standards 30=18 Product Approval Application Detail Min 26 Ga. Gr11PBR Roof Panel over 1 x4 Wood Purfns over 15/32&qud; Plywood Nan 26 Ga. Gu1PDR war 15/32&qud; Plywood Mn 26 Go- GtHPBR over 1x4 Wood Purans over 15/32&quot; Plywood Min 26 Ga. GUM2 ib over 1 x4 Wood Pudins Over 15l32 not &q .Plywood Min 26 Ga. Gl1IRib over I &32 &Wd; Plywood Mn 26 Ga. GuIIRlb over 15/32 d dqu .Ptywnpd Min 26 Ga. GUIRID over 1x4 Wood Pudins ever 15132&quot; Plywood Mn 29 Ga. Gulf ib over 1 x4 Wood Pudins ever 15132&qua; Plywood Min 29 Ga. GLMRb over 15r32&qud; Ph/wood Mil 29 Ga. GtMib over 1 x4 Wood Pudins ever 7116&qud; O.S.B- Win 29 Ga. GUM2ib over 7/168liquok O.S_B. FL 11651 Product Manufacturer. ALL Subcategory: ALL Compliance NWhod: ALL Product Mdlel, Number or Rare: ALL Approval for use In HVHZ: ALL Ynpact Resistant: ALL Date From: ALL Quality Assurance C Approved for Use Aporoved for Use rr Resistant e� tsS�i[fl 04/122024 Yes Yes NIA -NIA/ -151.7PSF 04/12r2024 Yes Yes WA +N9V -154.7PSF 04/12rM4 No Yes NIA .NIA) -151.7PSF OM12t1024 No Yes N/A -NIA/ -164.2PSF 0//122024 No Yes N/A +NIAI -159.2PSF 04/122024 Yes Yes NIA -NIA) -159.2PSF 041122024 Yes Yes N/A NN1l -16C2PSF 041122024 No Yes N/A +N/A/ -123.5PSF 04/122024 No Yes N/A -NIA/ -146.OPSF 04/122024 No Yes NIA +NXV -101.OPSF 04/122024 No Yes N/A +N/AI -116.OPSF _ ..Entity .. Code or Date Dip Date Pending Date MIM Version Manufacturer Contact Enenaer x. License Validated By Validated Submitted FBC Annmval A -loved add Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F Norero P.E. Locke Bowden P.E. 08/172018 08/17/2018 08232018 10/082018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 Subcategory: Products Introduced as a Result of infoO-smadvent.corn New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FLOSS-117 Professional Engineer Products Sea # Product Model. Number or Nama Product Descrintlon Quality Assurance Contract Expiration Date Approved for Use Approved Outside for HVHZ Use Impact J?g1tgD Resistant Pressure 1 SmartVent Model #1540-510 Dual Function Flood end Ventilation Vent 12/31r2020 Yes Yes NIA +100F100 2 SmartVent Model #1540-511 Du ai Function Flood end Ventilation Vent 12/312020 Yes Yes N/A +100/-100 3 SmartVent Model #1540-520 Insulated Flood Vent 12/31/2020 Yes Yes NIA +1001-100 4 SmartVent Model #1540-521 Insulated Flood Vent I2/312020 Yes Yes NIA +100/-100 5 SmartVent Model #1540-524 16&qud; Garage Door Flood Vent 1213112020 Yes Yes NIA N/A 6 SmanVent Model #1540-570 Wood Wall Insulated Flood Vent 12/312020 Yes Yes NIA +1001-100 7 SmartVent Model #1540-574 14.5&qud; Garage Door Flood Vent 12/31,2020 Yes Yes NIA N/A < USP CQnrrectors > < Sim Connectors > USP Florida Statewide Evaluation Report Exp. Simplon Florida Statewlds Evaluation Report Exp. Stock No. Product Approval No. Basic 201 81 Date. Stock No. Product Approval No. Brits 2018 Dab A3 FL172441 ESR-3455 12/31/2020 A23 FL10446.2 ESR- 6 260 1 11 2!3 2020 ....... .................... HD210 2 .................. FL17232.3 ..._.... ....._... ........................ . ESR-3445 12/31/2020 HU210 2 FL1 0856.4 ESR-2549 12131/2020 HD212-2 3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 .......I.......................I........ ..... H0216 _FL17232 FL17232.3 ..........................................-..........................................._........... ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 .............._........................... 12l31/2020 ...........I.....I HD216 3 ...................................................................__.................._........................................._..._._.._..._.........................................., FL17232.3 ............._...........i......._....._..................... ESR-3445 12/31(202f1 HU216-3 FL10856.1 ESR-2549 12/31/2020 ...............-.............................._................................................................_......1..............................._..._................ HD26 FL 7232.2 _......................._.............-........_................................................................................................................. ESR-3445 I 12131/2020 HU26 FL10856.3 SR- 9 E 254 _.........._............................ 2/31/ 1 2020 HD28-2 L17232.3 ESR-3445 ............. 12/31/2020 HU28-2 FL10856.4 ESR-2549 12131%2020 ............................................................................................................................................................................................................................................................................................................................................................................................................. HD410 FL17232.4 ESR-3445 12/3112020 HU410 F L10856.9 ESR 2549 ............................................ 12/31 ! 2. HD412.................................... FLI7232.4 ESR-3445 12/31/2020 HU412 FL10856.9 ESR-2549 i2/31/2020 ................._...... __......1......_..._................................................._.................._....................................._....._.......... HD610 FL17232-4 ...........__..............._......_.._......................................... __..........._..............._ ESR-3445 ...._...................._..._........ 12/31I2020 HU610 FL10856.10 ESR-2549 I. 12131/2020 .............................................................. HD0410 4............................................................................._................................. FL172 1.7 . ESR-3444 12/31/2020 HUCQ410 FL11468.11 S1M200804 12/3112020 1 HGA 0 FL17699.1 Evaluation Report van 1 2/3112020 HGAIOKT FL11470.4 SIM200803 12/3112020 HGAM10 FL17699.I Evaluation Report 12/31/2020 HGAMIOKT FL11470.4 SIM200803 ............................................ 12/31/2020 HHCP2 FL17236.7 E SR-3448 1 /31/ 020 2 2 HCP2 F 1 L 0447.2 - ESR 2551 ! ! 12 31 2020 HTA16 FLi7680.4 Evaluation Report 12/31/2020 FIETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation R ort 12/3112020 HETA20 FL11473.5 SIM200802 12/31/2020 ............................................._..................................................................._.................._............................................................................................_........................eP................................... HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496-1 ES-0130 12/3i12020 HTT45 FL17324.2 Evaluation Report 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 HTW16 FL172448 ESR3455 12/31/2020 HTS16 FL10456.22 ESR-2613 12l3112020 ........ HTW20 .. FL17244.8 ESR-JOSS 12l3112020 HTS20 FL10456.23 ESR-2613 12/31/2020 ................................................................._..........................................................................................................................................-............................................................................................................................................................................_.......... HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 ............................................ 12/31/2020 -...__............................_........................................................................_F....1............._...._........................................................_..........................................................................................................._................................................._......................I..... HTW30 L 7244.8 ESR-3455 12/31/2020 HTS30 FL10456-26 ESR-2613 ............................................ 12I31/2020 .......... HTWM16 FL6223.2 .................. ......... ...................—..... Evaluation Report _.............. 12/31/2020 HTSM16 FL11473-11 SIM200802 12/3112020 ......................................-........................_................................................._..F............._.._..........._._.__.........._.._..........................._......................................................._..............._.....................__.............._................._--__.........................._............_. HTWM20 L6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473-11 SIM200802 12l3112020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456-18 ESR-2613 12/3112020 HUGT3 FL6223.3 Evaluation Report 12l311202'0 HGT3 FL10456.19 ESR-2613 12131l2020 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12/31/2020 ..................................................................................................................................................................................................................................................................................................................................................-.........................................I-—....._... HUS212-2 FL17232.6 ESR-3445 12/31/2020 HUS212-2 FL10&%.11 ESR-2549 .I......... 12/3112020 HUS26 FL17232.6 ESR-3445 12/31/2020 HUS26 FL10856-11 ESR-2549 12/31/2020 ................. HUS28 ..................................................................................................................................................................................................................._..._.........._..._.....I..... FL17232.6 ESR-3445 12131/2020 HUS28 FL10856.11 ESR-2549 ...................................... 12/31/2020 HUS28 2 FL17232 6 ESR 3445 12/31/2020 HUS282 FL10856.11 ESR-2549 12/31/2020 .... JL24 FL17232 7 .. . .............. ESR 3445 12131/2020 LU24 FL10655.103 ESR-2549 12I31l2020 ... JL26 ... ...... FL17232.7 ... .. .. ........... ESR-3445 ....... 12/31/2020 LU26 FL10655-104 ESR-2549 12/31/2020 ............-......................................................................................................................................................................................................................................................................................................................_.................................I.....I..........I JUS210-2 FL1723211 ESR-3445 __-..._....... 12/31/2020 WS210-2 FL10655.107 ESR-2549 12/31/2020 ...................................._......................................................................................i........................................................................................................................................................................................................-..................................................................... JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655-109 ESR-2549 ............................................ 12l31l2020 ........................................................................................................................................-......................................................................................................................................................................................_..................................................._............I... JUS26 FL17232.11 ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 12/31/2020 ..................................._................._......................................................................................................................-................................._.........................................................................._............................................................................................._..............I.. JUS262 FL17232-11 ESR-3445 12131/2020 LUS26-2 FL10655.112 ESR-2549 ........................—....-........... 12/31/2020 JUS28......_.............................................FL17232.1.1..................................._....._...................................................ESR-3445............................. _.............................12/31/2020 LUS28 FL10655.113 ESR-2549 12/3112020.. ................................._....._._........................_. JUS46 _........................._.............._............_......_................_......................I...I FL17232.11 _..................................._...................................................._....................................................._....I...._......... ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 ..............._.............__........ 12l3V2020 KLEG3 FL17241-15 ESR-3444 12131/2020 LEG3 FL10667.71 ESR-2615 12/31/2020 ............................................................................................................._............._..........................................................................................................I...............I......I......_ KST260 FL17244.15 ..........................................................................._..._..._..... ESR-3455 12/31/2020 MST60 FL10852-7 ESR-2105 12/31I2020 LSTA12 FL17244.18 ESR-3455 12/3112020 LSTA12 FL10852.4 ESR-2105 12/31/2020 .........................................................-......................................-.........................i......................_._..................................-.........................................................................._....................................................................................................._.............................. LSTA15 FL17244.18 ESR-JOSS 12/31l2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 ... .....__....__..........................................................................................._....................................i.........._............._........................_.__..........__..._....................................................................._............................_................................_....................._....... LSTA24 FL17244.18 ESR-JOSS 12/31/2020 LSTA24 FL10852.4 ESR-2105 _........................................... 12/31/2020 ............... ............................................ ................. ........ LSTA30 .........................................._.................................. ............ ......... FL17244.18 -.......................................-......................._..................._................................................................_................................................... ESR-JOSS 12/31/2020 LSTA30 FL10852.4 ESR-2105 12/31I2020 LSTA36 FL17244-18 ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 .............................._...............................................................................................-...................................._..................................................................................................._..........................................................................................._.....ij.................... LTSi9 FLi7219.2 ER-0200 12/3V2020 LTT19 FL11496.3 ER-1 12y31y2020 ... ................................._................................................_.........................................._......................................................................................................................................._................_....................................................._................._...._............_.... LTS20B FL17219-2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-1 12/31/2020 .............................................................._.._............................._.........................._.._.._.................._..............__.._.........................-....._............................................................_......_..............................................................................I................_............. LTT139 FL17219.2 ER-0200 12/31/2020 LTTI31 FL11496-3 ER-130 ............................................ 12/3112020 ...._...............................-.._...._.................._........................................................................_.................................................................................................................................................._.......................................................... LTW12 FL17244.8 ESR-3455 -.............I.............._ ....... 12/3112020 LTS12 FL10456.29 ESR-2613 12/31y2020 .................................-..............................................................................................-......................................................................... LUGT2 FL172402 _....................-............................................_.......................................................................................I--............................ ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244-22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/3112020 ......... ...... MP34 FL17244.23 ........ ESR-3455 12/31(2020 A34 FL10446-3 ESR-2606 12l31l2020 MP4F FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 ........................................_............................................................................_............................................................................................................................................_................................................._.................................................................._. M. FL17244.22 ESR-JOSS 12/31/2020 LS50 FL10446.16 ESR-2606 ................... 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 WMi416 FL10667.86 ESR-2615 12/31/2020 ..................._........................................._..................................... MSTA12 ................... _.........._........_................................... FL17244.18 ............. -........................................................................................._....................................................................................................... ESR-3455 12/31/2020 MSTA12 FL10852-8 ESR-2105 i2/3i/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852-8 ESR-2105 12/31/2020 ..... .... ........... ............................i...........I...I............... MSTA18 _............................................................_..................I--...............-...................................................................................................................................................................................._..I........................... FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 ............................................ 12/3112020 ....._........................._......___.._..___..._.......__........._........-.............-_--................................_..__............._..__................._........___.._._._........._........................................................................................................._.........................._................_......... MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 ............................................ 12/31/2020 ............................................................................................................................................................................................................................................................_................................................................................................._...........................I........_........ MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852-9 ESR-2105 ....... .......-...........................I. 12/31/2020 ....................._.....................................__.........._...............__............................................................................................................................................................................_.......................................................................................................................... MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 ............................................. 12/31/2020 ................................................. MSTC52 ................................................... ........................................................................................... FL17244-28 ................. ............................................................... .................................................. ESR-3455 ... ................_....................... 12/31/2020 MSTC52 FL10852-11 ESR-2105 12l31l2020 ... .................... ... ............ .................._......................... MTW12 ................... __...................................--.........................................._............................................................._.........................................................................._.............................-...................................... FL17244.8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 ...........................I.....I.......... 12/31/2020 ...............................................................I.......................... MTW16 ....... FL17244-6 ............................................................................................-........................................................-....................... ESR-3455 12131/2020 MTS16 FL10456.34 ESR-2613 12/31/2020 .............................................. .. -. MTW18 ........... FL17244.8 ............ ......................I............. ...... ... ESR-3455 ..... 12/31/2020 MTS18 FL10456.35 ESR-2613 12/31l2020 MTW20 FL17244-8 ESR-3455 12/3l/2020 MTS20 FL10456-36 ESR-2613 12/3112020 ......................... ........................................_....._...... MUGT15 ..... ........ ............_......................._........._....................-......................_................._..................._................................................._.............................._...-.........._..............._..................... FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 ......._............................_..... 12/31l2020 NFM35X12 FL578-2 Evaluation Report 12/31/2020 MBHA3.56111.25 FL13904.6 ESR-2616 12/31/2020 ..........................._...._........................................................................................................... NFM35X16U FL578-3 ......-............................._..............._....................................................................................................................................... Evaluation Report 12/31/2020 MBHA3.56/16 FL13904-6 ESR-2616 12/31/2020 PAU44 FL17239-13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441-4 ESR-2330 12/31/2020 ............................................_.........-.................................._........................................................._................_........... PAU66 FL17239.13 _..........-...................................._...........................................4............................................................_............_._.._................_.......... ESR-34 9 12l3112020 GLTV3.516 FL10667.8 ESR-2615 12l31y2020 PHD2A FL17219.3 ER-0200 12/31/2020 FGTR FLI1473.2 SIM200802 12/31/2020 ....................................................._....._......................................................._._.4.......__..__......._........__..............._.__.._._.__............__............_.........__..-.............___..._......_............__.........................__............_ PH)U3516 FL172 1.20 ESR-3444 _..._......__............... ...... 12/3112020 CS16 FL10852.1 ESR-2105 .....-...........I._.................__.. 12/31/2020 ................. RFUS .-.........................................................__.............._..............................................................__.................._................................................................................................................_.................................. FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 ............................................. 12l31I2020 ........................................................................-........ -..................................................................................................................._............................_......................._...................................................................................................i...................................... FL17244.27 ESR-3455 12/31/2020 H10 FL10456-6 ESR-2613 ........................................ 12/31/2020 ..........................................i..................................... RT15 -..............,................... . . FL17236.3 ESR-3448 12/3112020 H10-2 FLID456-7 ESR-2613 12/31l2020 ..................................__...........................................................................................................__............................................................................................................................................................................._.._........................................._..................... RT16-,2 FLI7236.2 ESR-3448 12I31/2020 H10A FL10456.6 ESR-2613 ..............................._I...I....... 12/31/2020 ........................-...........................................................................................................................................................................................................................................-..........................................................._................................................._._..................... RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 ............._............._.............. 12131/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456-14 ESR-2613 12/31/2020 .......... ..................-..............._............................................-.........................................................................................................................-..........................................._._.._.._........................................................_.................................................................. RT4 FL17236.3 ESR-3448 12l31/2020 H5 FL10456.15 ESR-2613 12131/2020 RT5 FL17236.3 ESR-3448 12/31/2020 H25 FL10456.11 ESR-2613 12/31/2020 ........................................................................_........................................................................................................................................................-...-......................................................._..................................-.........._......_...._.............................................. RT7 FL17236.3 ESR-3448 12131l2020 H2.5A FL10456-12 ESR-2613 ............................................. 12131/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H 8 FL11470_ 3 SIM200803 M200803 12/31/2020 RT8A................................................................FLi7236.3.................................................................................................ESR-3448......................................................................12131/2020 SP1 FL10455-41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR-3455 12131/2020 SP2 FL10456.42 ESR-2613 12I31/. 2. SPT24 FL17244.31 ESR-3455 ......... 12/31/2020 SP4 FL10456-43 ESR-2513 12/311202(1 ..............._.........SPT4..._..................... ...........................FL17244.32........................ ................... ..........................................ESR-3455............................_.................._.._.........._.1.21....1y...-020 3 2 P S 6 1 FL 0456.44 ESR-2613 12l31/2020 SPT6 FL17244.32 ESR-JOSS 12/31/2020 SP8 FL10456-45 ESR-2613 12131120. SPT8._....................... FL17244..32................_... ESR-3455..__._..............._............_..__....__........ _..12/31/2020 SPH4 FL10456.46 ESR-2613 1231y2020 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 12/31/2020 ...... _............_.....,_...................................................................................._...._.................._......_.........._.............._...................._....................................._.............._...................................._..............................................................._......................_..... SPTH6 FL17244.32 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2613 ............................................. 12/31/2020 SPTH8 FL17244 32 .......... ESR 3455 12/31/2020 U24 FL10655-141 ESR-2549 12/31/2020 6. . .......-.._. ._ FL1723213 ...... ... ESR-3445 ........... 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12l31l2020 THD28 FL1723216 ESR-3445 .. .....­­..... 12/31/2020 HHUS410 FL10655-4 ESR-2549 12/31/2020 .- ......... ..... ... THD28 2 ,......... ..... ......... FL1723216 . _.._...... ........... .. _.-. ...... ESR-3445 .... 12/31/2020 HGUS5.25112 FL11468.11 SIM200804 12t31/205 THD410 FL17232.16 ESR 3445 12/31/2020 HGUS414 FL11468-10 SIM200804 12/31/2020 THD412 1­1FL1723216 ESR-3445 1 1/ 020 2/3 2 H DQ8SDS3 F L10441.1 ESR-2330 12l3112020 THD612 FL17232-16 ESR-3445 12/ 1! 020 3 2 M 4 STAM2 47 _ FL11 319 SIM200802 12131l2020 THDH414 FL1723217 ESR-3445 12/31/2020 MSTAM36 FL11473.19 SIM200802 12/31I2020 ........._.........UGT._3F_................... S .................._.........-FL2033..1........I...............I.... ....._........................................_Evaluation .R.......ort............_.__................................. I._i........__iy.....o�.. 2132 MSTCM40 4 FL11 73.19 SIM200802 i2dii2020 UPHDB 12/31/2020 HHETA20 FL11473.9 SIM200802 12/31/2020 ..............................................................._Li72..._9:..........................................................................................................-ER-0200..................................................................... LGT3SDS25 FL11470.7 SIM200803 12/31/2020 _...... ..__ ............. .......... ...... - ................ _.......... ... .......... I... ... ......._...... ___ .... _... _. " ,.......... _...._..... ........._.. _ LGUM26-2 FL11473.12 SIM200802 12131lZ020 July 8, 2020 PRODUCT APPROVAL SPECIFICATION SHEET (20,8) 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 the will be utilized on the constructionproject for which applying a our are for Y Y PPiY 9 Categoryf Subcategory 9 Manufacturer Product Description Approval Number1s Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 + 67.0/37.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star ON4MPAC FL20461.6 + 67.0/37.0 psf 12131/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) ( LZ F 0461.9 + 67.OV-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star NON14MPAC FL20461.14 +67.0/37.0 psf 12/31/2021 ThermaTru Classic -Crag and Benchmark F 15 5.1 L 22 + 67.OV-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/37.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCaft Rustic FL7640.1 + 67.0/-67.0 psf / 12 31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 F L251.10 4/14/2021 C. SECTIONAL CI ay Building Products Residential WlndCode Doors W5 (8X7) FL15279.37 +30.0/32.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL1 5279.53 + 3o.a30.0 psf 5/21/2028 Clopay Building Products Residential WindCade Doors W6 8X7 FL15279.85 + 38.0/42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0141.0 psf 5/21/2028 D. METAL LOUVERED DRS Curries Division ofAADG Inc 607 707 727 747 and 847 i S le &Pairs of Doors FL11537.1 N/A see test ht s ) 12 / 31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-65.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER Mi Windows and Doors Series 188 FL15351.1 + 40.0/30.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 + 40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2020 PGT Series 5500 FL261.1 NIA 5/26/ 0 221 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cem lank La Sidingand HardiePlank La Siding FL13192.1- FL13192.2 A. SIDING N/A 12131/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.01-70.0 psi 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/1612022 B. UNDERLAYMENTS Tamko 151b Felt Undeda ment y F L1 2328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Com . OfRd Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products Inc Vent 0 RV 1 FLZ 1580.3 N/A 12/31/2020 Loonan co Inc DA4 Exahust Vent FL17202.1 NIA 7/1 0/2021 E. ROOFING TILES Boras Tile V'II 900 FL7849.27- FL7849.28 NIA 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2020 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032Aluminum GUI1Lok 16" wide roof panel FL11651.2 Rat N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2020 All American Shutters & Glass Galv anized Steel Storm Panels FL17869.1 NIA 12/31/2020 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 12/31/2020 MiTe Industries, es Inc. Truss Plates FL2197.1- FL2197.5 N/A ll 1 1 2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board LVL PSL LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product a royal at Ian review. I understand p pr pp p that at the time of inspection of these products, the following information must be available t the inspector n t 0 o he 'obsrte� 1 co of the product oval 2 P 1 ) PY P approval, ) APPLICANT SIGNATUR E DATE -6-i N (D U) , O O U L Q O = CU -0 0-. CM U .I., to -.--a C N O CU U C O L 0- _ C L O CU 0C O .- -­0 LL O fQ > -- V CU E a)O 2 -O C t.Z a z z W J Cn L. (1) _6­0 0 c- oo � CU CIO > L_ CL 0_ " U O W U cV m F- O ICU LL. � ell C Q W z Z Q J a - SHEET NO. PA 1.0 I +-a (3) > C (� L >a/.. O O � Clio -0 L.1� V� Co O O 0 Q = _O O LL CIOO ♦/1 CIO O V J r^ (D L }a v_J Cn /� 0 CIO 4 � CIO ~ }a /� .ii /� V > O Q Q Florida Department of Business & Professional Regulation aa2.1 one Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation 1.9, 3 pf 8 Building Codes and Standards 12,121X 18 Product Approval Application Detail Regulation Florida Department ofBusinessa d Standards Building Codes and Standards � NMaofI Product Approval Application Debit Florida DepaMlerd 9 Codes & Professional Regulation F,ee�n Product Approval Application Debit -. cope Entlh or 12M! .D1D. Out Funding {iai4 . 1XU Version maONfafSYr9L COMact Endinser8lleense YWdtted By Yalldttad Submitted FaCA —C Aoorovetl a... ReWlon 2017 Thermo-Tm Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 1Wl 52017 07/122017 10/182017 12/122017 Approved Category: Exterior Dean (419)298-1740 PE-43409 (813)767.6555 Su,Caegory: SYliki Exterior Door Assemblies rickw®rwbldgconsullaas. r a ReportrLicensefrom a d Florida corn Flomdalanc,Meth Architect Evaluation Professional Engineer FLe20461-R2Pmduds Quality Assurance Aoorovetl for Use Aoorovetl for Use Impact Dillon Saoe Produd Modal. Number err Nema Product D—lotion C OMract Expiration Date In HVHi outside HVHZ Resistant Pr ... ure 1 a. Thermo-Tm FlbeNomina168#'39:e Bquallon-ImpadBquot Opaque 11/312020 No Yes No WA Composite Edge Fiberglass Single Door Onswinro gutsrrrg: X configuration) 6 r Thermo-Tru Fber-Classic and SmodtHSdar Nominal Bsa39;0 &qudNon4mpad&qua: Opaque 12nl2020 No Yes Na WA Code Entity err ` . `•. pj[7,� _-gj(p _ . Qels P tll (lgq .> •• SYP.t Version Menuhduror Comae E pins•r BLlcense Ywltlttad By Velldsted submitted FBC Approval Aoorovetl staWa Revision 2017 ThermtrTru Corporation Rick Wright Lyndon F. Schmidt. P.E. Ryan J. King, P.E. 12/132017 12/132017 12212017 02/132018 App..d Category: ExIli Doors (419)298-1740 PE-43409 (813)767-6555 SubCa•gory: S%mgmg Exterior Doer Assemblies NckwaryAldgconsutaas. red Eir tctaeoa Report rn, atla com Flocompliance dda eMethod: Professional Engines FLMOD44140 Produds Duallty Aawmnce Approved for Use Approved! for Use Impact Dri law Seise Product III Number or Name Product Description COMrect Exolratlon Dish In HVt21 Outside HVHZ Resident Preesym 1 a. Thermai Floer-Classic sal SmwtRSa Nominal 6&939;8 &quolNorrlmpad8ptot; Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Single Door (Inwling/Outswbp; X con0guratlon) Yes No son Boomoft No ADO ask btu YtlUm Ita� m Y illy Aaa� La" RWM. 2017 Thus Ttu Corpmeft RWs Wight National MnadMallon I Rye. J. Kip, P.E 17J202017 0&212017 1211=17 AppovW in E+Nllor DoorAuantlaa (1 er1clusenv I7p4aonwYnp. mesuesam irises (313)767{565 cauprlr 1: Swinging Estates Caesarea Nedook CogrAmon Mork or LYap pars 9MIMEANNOge allmodiKum almakELSLUM VAIN 21ME ftj emmuLmukLmmmhwjKBM buh&tamsd" InHill2AMiL= Bohm P— 1 a. BpetClusaWorsdatluoh and Bqupossuchmark by 6e and N Opaque and GllasW Fhasgim Door also12A1I2021 No Ya No WA Therms-Trusquot and without SMaaaw Inswing and Ouleseing Sale AoubLz 20 20 �t'�m no � momm mowbW0t sonic" LWINE&M ms Ya11 dmm You" IIW"Ilal EigdaaOml Asmmi RVVWW 2017 Tkemr-Ttu Cot" 11,,n lack Might WOOMI Accmdbtion 8 Ryas, J. tors, P.E 1221112017 =IlMI7 1222MG17 Appronsid CaMgay: Eaada Dann (419)299.1740 ►Ynpamam knew" (&13)7674sw bML^' Colossuses, NaMok Cwdkobon Wlk or u LlaM+g 2moNAMMMO Agomnakt9a hmmmdwum komm 21" MIL( EMMEL2MgdMM In HIM OU%bm HvHz Hall= P— 5 s. &WAtSW oatlt-BMraquot anti BtpeCBwldumdl by 60 used aO Opaque and Glassed Fiberglass Dos uM 12131I2021 No Yee No WA TMsnlo-Truapwt and without BMsaas. consul and Oulaekp Composite Edge Fiberglass Slagle Doa (InsvhipOutswkg; X configuration) 6 r. Tramie u Fbsr-Classlc and Smooth -Star Nominal aw9;0 &quotNon-ImpadBquot; Opaque 12/312021 No WA Composite Edge Fiberglass Single Door (InsVAng/Outswing: X configuration) 9 I. Thermal Fbar-Classic and Smooth-Sar Nominal 66u1S19:8 &quolNon-Impad&quot; Glazed 12/312020 No Yes No N/A Composite Edge Fiberglass Single Dow (InsvAng/Ouhwing; X configuration) 9 1. Them &Tru Fiber -Classic and SmodtyStm Nominal 6&a39:8 &quotNon-ImpedB,¢D202 lot: ared 12f311 No Yes No WA Composite Edge Fiberglass Single Door 0nsWngroutsvalg; X configuration) 14 n. Ther—Tru Fiber -Classic end Smooth -Ss Nominal BddC79;0 &quotNon-Impad&4a: GlazeO 12(312020 No Yes No WA Composite Edge Flbergsss Single Doa n. anno- ru er- sic c e m aINom n quo ors mpa ore o es Composts Edge Fiberglass Single Doa Qrloat, Dutsift X cdlfigurston) (Inswing/0utswl ; X caMgualon) Florida Department of Business & Professional Regulation Page2.12 Building Codes and Standards 12012020 Florida Department of Business & Professions( Regulation Passe I of Building Codes and Standards +Mon+e Fiorids Department of Business & Professional Regulation less.+a+FloridaBusiness eg Building Codes and Standards +M/JMe Professional Regulation Pp Building Codes and Standard* lmmis Product Approval Application Detail Product Approval Application Debit Product Approval Application Detail Product Approval Application Detati FiNi1312A3 Rodmce Quality Assurance Approved for Use Accroved for Use $aou Rodud Model. Number or Name product Dascrlodon Cmbad Emirallon Dale in HVXZ Outside HVHL lit-Wa_nt p e.0 @ !3fli� g0& Lea I� 21k�Raa tta� mm vaineign Vacialialwat VaMslad M YRUd" jbilealad FM Assigned Americans! won g soft ROMA go ask 2OLbov Lit jig jIgdmla( AounmW Man I Ri@N.A2N fink Aafts oak 20 goLho.m elk in lubm0d coal Asocaral A,,,,,d son 1 2 3 SERIES 420 ALUMINUM SGD SERIES 420 AL UMINU M SGD SERIES 420 ALUMINU M SO REINFORCED SERIES 420 ALUM INU M SOD 0X0 1MI=20 14SY4&quotx60&qugt', NON -REINFORCED SERIES 420 ALUMINUM SGD 0X, X0, XX 12l312020 %&quot x80&qua;NON-REINFORCED SERIES 420 ALUM INU M SGD R ElNF0RCED 0X0 1231202C 145.14&quotx96&qud. No Yes No Yes No Yes No No No NIA NIA NJA CbDlarinErg sssag APP+avaN ReWion 2017 RO&XW ewnpm kirk MMacerMM InterlakT sahRse NA, Gary Plusher 112MI7 OSM0r2O17 12003=17 0ubC$WlWr Sea Doom (619)7704g62 Ion (513)619e5ee aWCalaaory: BeEtlOM1 E10MMr Dos MNn101ss nlweabr6sModopaymm CounpNre, Wesod Ca cedm Mare a LMtlng RaVkim 2017 sues Products Cbpry Nrg Dapry CaaaarT•Erirbr Dose aruncil.:8WMN1Etdsaar Door Asses CapNrss ekes* CwdkWm Mark or Luting FLN&MI-M Israeli MMkMMaNU Ir'aalaN TeaNrp Bs,nesa NA Gary Wuelver (6/3)770-0p62 Yon. (a1S)5196668 MY-mm 11292017 Oaf02017 12pYJ017 Approves Rovlabn 101J CPOT lause Wdaa SWWab: r.O Nad �� a Coa*fta WUret Certl6aatlan Met or LWbrg Dean 41)4a" MWKDada BCCO•DER MMmFO6 aCCO-VAC (641)466-0100 d (76q 1/b16p0 1?/2N1017 11/JBrJ017 12252017 Appresed 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SG 0 REINF0RCFO0X 1231202C v No .� No NIA ' XO, XX 96&qud;xa6&quilt Appromd for,� gag i� gpgkg � A��{k< I0� mowm 101a� a1� 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 &quc1 UM SGD REINFORCED XXX 12rJ?2020 1438qudx%6qua. No Yes No NIA MA IY.l� t � 37 037 W64m PAN•2F1a1: 64A, 94, 73, 75, 1500, 190. 76, aMl Pon (mat. 259a.) Single -Car, (up so 9Ty al Oti2IrAn No Ya No •30 PSKI 7514RI 4RSF. SRST, BRSF, 21118T, 48.42, 66.48B, WINDC0DE80174; IN6 Gasps, Door PSF Bag 53 0a1 W6.16 PAN•2F163: 84A, ae, 73, 75, IND. 190, 4R8T, 4114ISF, OW, BRBF, 46, AM 55, 408, 420, M. GOES, 8Md Parr (min. 25Ill Double4or RT to 16'0' 062irMS reds) INIMIDICODE&I74; W5 Gersee Dos 101� alwim f'� No Ya No r30 PI PSF LC! 10 SM41670 B•Mge MMW Impact) g Wty willip olw Dos 0411411 1 S !!� ant Yp Yp Y. WA 4215, US, ODSS, 00581 ORI 0R56V, AR58, ARSSV, GD58V, GR68, GRUN, Aft66, A11156V, ED58, EDSBV EDG& EDWV Florida Department of Business & Professional Regulation Peas 101 Building Codes and Standards +MO(1e Florida Department of Business & Professional Regulation Page 2 W 3 Building Codes and Standards 1202020 Florida Department of Business & Professional Regulation Pape, a+ Building Codes and Standards 115121 Florida Department of Business & Profsookx l Regulation Pepsi Building Codes and Standards 116120101 Product Approval Application Detail Product Approval Application Detail Product Approval Applsafbn Debit Product Approval Application Detail FLAH749&RS Raduds A lUT4t7 gam bona rirslm RWAMN 2017 itinlrkarsr CURRIES D~ ofAADO, Ion Cahrgery: Efador Dom AtCaYgny: Eldarlor DoaCaryavenM ceapMnpa Wtlrrad: CaAMaorbn MataLWp �a caram enabo a Chew YrMaaad IN Deft Dave UL LLC Ted aearam, PE late) IB4.2644 (906) BBN-4 ave.deeo�aaaabby.m m ab title 20LBO oar YWWi jabatlal FBCAMMW 111301 17 1O2111=7 a"s Anommed 12062017 mm Approved gal in Y>Wm t#IOIdIWrII R4vmw 2017 ciom &Aft ROOM% CW"W Caaa9arY•EMaOCDoorInc. Otwlce li:udel al EUWdor DoaAaaatssa ceaparae Ytllet CM6Natbn lark a LiatMp sism SAaN" ;yougwF=-Awraind Mork voofb M Includes, TOWN SWAM HA. Gary Mus,hMr merawatldpdOpayoom go 2im 2NLbo"Oa gip Assuaged an& 11292017 Miami? 12105 17 Approved gas in vwaion Ravkbn 2017 CbpMf Biatlba Pnodtad Company Cab"y EiOrMrt7oon MrOaYgory: 9WWNIEXIMIMDoor AtMnnbW Caaplon" Wtltat CwW4tlnn Mrk car LlMiq saw= COFAM& !mmiod Mark YYssMrMM IRWFMk Tans servkm NA, Oary mahlar (513)7704M Inc. (613)8t945e8 ms,sscesortl0cto0ay-mn 21k oak 0"e.Pa- 2da iJblatelf PW ANWOM Assessment imm /7292017 naIIIIII 7 12O 2017 ApprouW r e ov se rove a U. mmd e AGA product Mount. . 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Category: Roofing (800)766-3411 PE-59166 (954)772-6224 Subcategory: Asphalt Shingles anstlenCi of com Compliance Method: rielue[im Report hem. rlonda Reglttercd Armnec[ a a licensee =londa Prdesscn tEngineer FLri017A-R25 Products OuWlty Assurann Approved n for Use Approved for Use Impact Dessl Sea 9 Product Modal. Numbr or Name Product pan—Witlon Contract Emirdion Sze Irk outside HVNZ Redstart Prime SurLa 1 GAF Asphalt Roof Shingles Flberdess rciaoced 3-too. laminated, Stab and 121162022 No Yes NIA NA hlpmdge asphalt shingles �. a ; . ..0 _ v.. .. .,_ ..l,. .: �_ -...> .-...-...:Y'a.._... __..., .., r.. . -_� ..ir'Sia_ n e_.-. ,:. _ :_..T -z .,...Cz Coda Entity or Date Dal Data Palladino 7DWO Li Wralon Manufacturer EmArmir& License Validated By Vagdaled Submitted FBC Approval Apo=Quad � Revision 2017 TAMKO Building Produce, Inc. Kenn Eden Zschary R. P. est Locke Bowden E. 10/19)2017 IOA52017 10202017 121I212017 APP—d visi Category: Roofing (417)624-6644 PE-74021 (334)300-1800 Subcategory: Underlaymen[s kern edlm Qtamke.com Compliance Method; EYeisauon Report from a Florida Registered Architect or a Licensed Flonda - Piolf—i—I Engineer FLW 2329-R9 Products OhWity Assuranoa ApOrovadfar Uca Aorcowd ror use �g,t Igrel Sa04 Product Model. Number ar Name Product Description Comract Eumiraflan Data In Outside H1MZ Reslstato Pressure gub ) ,p( go 20 1110112sallas 21M ues hvwsim Ibglaemlbt 92do gggbgy,Alggpgg Modtim WNW OWbAMI FBCjuabtal Aaabtaa Babe PAVWn 2017 ll Thompson, no. ohs Thopson Arohaacturel Tory Clkiebmn Zachary R. prime at Loeb Saktltotal 1011Oi 10n712M7 12/12017 Approved Mstob Conpaly(TANCO) (813)248.34N PE-74011 (334)300.1800 CeNWr. Roo" b1+yoparretWrw&V.wm SubC&tlpq: Rod% AO0eM0IW lead A. �I Pont offs Rooap System Coeplm Meow* Essfiwtlon Report from a Flute Re9+Wred Overhead ora LlWnaed Florida PfolenWW Engineer vita! 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Is Zachary nry PrW Lorin Bowdm 1011O2017 IOMGFJ017 10117=17 12m2RM7 Approved kidney Conpen6a y(TANCC) (813)24B-94PE-7.021 (334)300-1800 Cabeesy: P40 4 NnY0OonhoMkoo".c SubCabo":Roo& AcoeaorindMtem.n Inheral Pen dint Roo" System compliance-- ham EwluWon Report Bam a For da Registered Archftd or a Licensed Fbrlds Engineer Use Aaessamed jar Ym kwm YWm b� YaYIb1t1A1i swii mt Eosrub 2 TAMCO Goa"ne& Valid 28 as 0ag8/ = No Yes WA •W-W.6 6 No. 15 UL Asphalt saturated organic talk 10/182021 Yes Yes N/A WA Florida Department of Business & Professional Regulation Peg- oli Florlds Department of Business & Professional Regulation Pege f a, Florida Department of Business & Professlonal Regulation Page, a+ Florida Department: of Business & Professional Repletion posta t a Building Codes and Standards IR12019 SuNding Codes and Standards tmmis Building Codes and Standards +gas+e Building Codes and Standards 9511018 Product Approval Application Detail Product Approval Application Do Wl Product ApprovalPM pprova Application Code EnrIN a oat. rue put, Panama eta . 8A1Mnad B 13tl i i jyg Version Manufacturer Dyp(agj Enpinee 8 Llcen es Validated By VMldatstl HLuhmit(td FBC Accrova Eaa[a1Sd Hl6tge 72g Real Yesishen mealleasia f ,gt consists Fagbeb Lligma YWhaeAM YIr 21k Ysiltbadlm yandw" libmad PW Adooal lob Aperand Bmr gads mm )faobe Write left or gmbM inamoLaimm YaY0rr0h !lob 210 VOtPondWa Yalalyd 11uasiall IWAONGVM Baal; Aorta d Bona 20 IYa! vWWW IbrAmar E ON W 20 20 Qab.PmOm Yob }yam FOCAMMM ADWWM Inhale Revisits 2017 Lon ill Inc CategoryRoaring Andrew Carter James L. Buckner, P.E. Steven M. Urich. PE (501)982-6511 PE-31242 (717)317-8454 041M018 12/18/2017 041152018 08/12/2018 Approved RwWM 2017 LV. Thompson, tit. me Thmrpwn ArchhnWfM Mebb Conpany(TMLCO) fgelapony: Fbceg lmlCaleeory: Rachel Ames ac rYs Met an n it No Pont dtiM Roork Syabm Comp- - arearot Evaluation Report froman Florida RegY , Am hbd era Uwnwd Fb W. pl0reeal011a1 E1+9kMer Tory CWWmn Zachary R. PMat Lace Scandsrt (313)248.9458 M74ed1 (33p 300.1800 bnY -fit,cerml 10HO12017 1011WA17 10117R017 12M20017 Approved Revision 2017 LV.Thompson, Inc dal Thompson ArclBacnal htebb compay(TAMCO) tYbgory: Poch erec rgery: Rooep Aonnoria Met an we Im renal pn atM Rooap &yaw" CemparMe leetihot EvakMIWn R4pa1 from a colors Registered Ardteed a a Liberal Florida PION FipUMon Tony Ch so, ror Zachary R. 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Walker 1C/782017 101(i 1021/2017 Aporoved Category: Roofing (801) 380-5091 Services LLC. (205) 854-0160 Subcategory: Roofing Tiles RcbinAnderson�baal.co Corrpllance Method: Evaluation Report home m Product Evaluation Entity ..: Tor- _.. -z._. _. L. - 'i.�-.- .... ,. = tier _ _. _< ._.... �- . .,,y -�.�` _ � .-�_, .. __ ..... -.�-.. _. _ .,e �,. rs.. �r Cad! Seri o Date bale Date Pending Ore. nfp-a Varsla Manufacturer Conrad Endlneer& License Validated By Validated! SuhmMed FBC Approval ova Stat � � Rewwon 2017 Global Protection Proeuc[s, L'.-C. Tim Robinson Walter TON Jr., P.E. John W. Knezev n, PE 0WDS,2017 OM_12017 091 1W.. 2/2017 Approved Category: Shutters 1954) 609-7545 PE-44167 (954) 772-6224 Subcategory: Stoma Pen ds tim.robinspn�9D0enl.com Compliance Method: Evaluation Report from a Floridaa Registered Archkec: or a Li—Flonda Rdessimd Engineer e..._>� -wee: ,-c. 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