Loading...
HomeMy WebLinkAbout3010 Lytton Hall Dr40 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Mr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or FIr Sys Floor Sy tem RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face OfZonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F,P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Footl Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing I REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General (Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground ault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KNVall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam 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. DiverterValve (plumbing) OE or O.E. Owner's Entry VL orV.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 04Chain 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 or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Ph. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht, Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. An Finished Floor PW or P.W. Pre -wire VWVF Welded Wire Fabric (Mesh) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES PLAN REVISIONS MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID 08-20-1 5 1.0 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE 12-8-15 2.0 ADDED VAULT. CLG. CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES 12-28-17 3.0 2017 FBC UPDATES of FBCRODE (CURRENT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 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 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 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 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 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 ALL WORK SHALL COMPLY WITH PREVAILING any manner for control of the construction site including, but not I limited to, scheduling and sequencing of work, jobsite safety, and NATIONAL ELECTRIC CODE, ventilation of the building and thereby shall not be responsible for AND THE CITY OF ZEPHYRHILLS the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to REVIEW protect, without limitation, the residence, construction site, DATE t t ! n, materials, or equipment, from moisture, mold, fungus, fire, theft, 1941vandalism, trespass, or any other peril or condition, at any time, PLAN expressly including, but not limited to, the period of time before XAMItUER 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. N SR.�• • •••�•.,�' � T'''� �': ; SSE All ter. "°•.,F L•' � EAR. O S 1 \`� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. UN F E o0o 00 a O 0. 8 N to W 8OO6 to J ti MN1, � � L� 0 Y M � -0 - * W 0) W 9 LL 2 a M ,61) S W VJ a 52 a a Z a(rn 0 W o a; o W SO CoO: C m N a IL W cc 0 r- < 2 m ILW i 9 RJR ZN N � 4 O M `r Q t� Z U J 0 Z �� r W z N O z — c') � N ) t//z ) C o �� u- _ f6 � 32 0 w F I✓) o ties U 0° o mo,w_ ro E t = ) N c � m O �Q < �; m to w Cl) za Z� Z �N a Q E�� o E: U j U o a: O C E N14 L d F z <o aZ W W Vu C ¢ 0 a Y U O m 0 o o Z Z N Q W N 5w W Q o� �52 do J Nz `¢ ~ oza a o� > ^� rn � W \ .� m o o m 0 o C3) J ry r O T m .= O c Z° Z E oca ai a o U Q p JOB NO: 20-2749 SCALE : AS NOTED SHEET NO. CS r L71 -$o Q CD 0 0 J I N L c x CD P) 0 0 J N 0 i C 3 IR Q N N 0 Ca E 1.2 C 0 v t7 r 65'-0" O A O H.B. S3 EGRESS EGRESS ih AC PAD S3 TYP @1 STORY \\� I \� 00 21'-2" ----- O O..­L. '� -- 36 �� 165DEEP n P NT Y =Iw v�o F TC G "'ffrmll a e� 2'-2„ 10'-4" = r ' 10' 42 m 0 2,, j FIBER M I SURROUND I I I I 11'-0" R NG C" I to I � B 5 32 OC7 \ \ c 00 CAFE I � ` LO VAULT. CLG. PATIO CARPET 4'-0" 11'-7$"I N N -t 1 I ! --�- OPT. REF. :- BEDROOM 8'-0"CLG. CARPET I 1 5068 B.F. 8'-8" BEDROOM 3 8'-0" CLG. 2 CARPET M 5' 4" ' 8'- " C G. 2" T o Iv- I BEDROOM 4 8'-0"CLG. I CARPET 4068 B.F. T-6" �W Ln� M0 w C' o ! Sill K w( ISP TIL I- -� I D.W. I o o I 1 L---J _ _ ' C==_____� ------- ILE oo U)o w 6 N Ln� Z 1 NEN7 14'-6" I - - - -- ---- I I I I 5'-4 6'-10" 4'-7" I I 23'-8' - - - - - - - R&S- - - - - - - iv M 2668 HDR AT T-4" 10'-103„ T-10' T-8" s r 2668 M I�'� T _� _ - - - - ----- R&S 7 I '-4" 6' zo T = �M N A S3 TYP @ 1 STORY 2:12 VAULTED CLG.` �LO� FAMILY RM I 9'4' CLG. CARPET Is� I M�� I 4'-0" 1 I I 3068 I i ENTRY 8 -0„ CLG. o T LO o o 9'-4j C1- T I C71 5'-1151, s ' '- R.A.G. AHU T SS �; D Ec.--- 60"x36" f SHOWER (3) 2x4 #2 SPF w/ K DTT2Z @ BASE S3 �- V �� IIN - 691 IIX < I 1¢ I I I/ I I I f I K a, 53 EDGE OF SLAB 2" BEYOND WALL 20'-O$' CC D S3 S3 ------- --- I I NOTE: FINISHED I WALLS TO BE FLUSH. VERIFY IN FIELD. I 0 i I Oo I C, w I O I > I I 0 I r I x I `° I 1 r - zn r �.11• I I I 1 i I I I I I I I 78, I I I 1 I I I I I I I 8'- 'CLG G. N ILE - OPT. I OPT. G N S3 17'-8" IBERG (3) 2x4 #2 SPF w/ L DTT2Z BASE SURROU @ c\ Fh 4 2 68 ' - R&S ---r- HANSON BOX @ 36" A.F.F. ZDRYER VENT THRU ROOF 2668 T-8" I ( I _w T-3 " 1 8z' T' 10" 1_1 , 3,_0" cnw O MW ' N T I OWNER'S SUITE - 8'-0" CLG. B CARPET Mr� W.I.C. r 8'-0" CLG. '- CARPET I I 2 CAR GARAGE 8'-0"CLG. 7_6„ BUILDER TO PROVIDE O APPLIANCE W,H. PROTECTION WHEN REQUIRED PER FBC I I I I I I -o T --------- I I I I I I I I t I TYP @ GARAGE S4 K)OPENING '-0" CLG. INE 6" D, ; 0 ;0 I A H.BJ S3 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 X25 S.H. 13 20 X 38 � 18 � X 37 � S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20X63 184X62i S.H. 16 20X72 18jX71 S.H. 1 H2 27 114 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 26 x 37 1 S.H. 11-14 27 JX 501 26 x 50 S.H. 1 H5 271 X 63 26 X 62 112 S.H. 11-16 271X72 26X71112 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 J X 38 i 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 371 X 63 36 4 X 62 112 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 NIA S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 GC� SEE SN SHEET �H SEE SN SHEET >J 40 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 111111IIl111111111 MASONRY TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/13-13 KRAFT FACED SCALE: %4"=V-0" (GARAGE / LIVING) I^� 0N,..�g°ii111i06RlidtlPla���A ,Sy'. w•www a d• L O •• �z0 To the best of the Engineers knowledge, information and belief, the structural plans and spec fcations 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 � E OD �8 N`° N FA J MNr- d) U It 0 0 7 L LL LL LLi a IY! it Z z , M S w /n emu: aLu s W ararn 5 W OW�a °�mo B o a zV' LLW M 2 N O Q O N Q M z 0 a U _jz °� ��❑ W M � 7 z N O V m z o v Q J M d N t,n1, M c _z T f� wU C Y ,„ 0 o a O C E �(113 o r- U on L1J �- 2 E 0 8 = [ _ =Ir U o N • c CId N 0 M z o Z J LL Q E z c _� O O � �ro < N o E Z® ♦- r0 xo 0< 00 OU o� a N i °do ao Wz � � fp Cn C - z Yz5i Wg ms o ,W J 0. z N v 3 8 ge W a3 wLL -z � CD<a s �W �3 �� �o t0 V r~ z¢ aF U3 0 CV = J '- O O > M Q C:) m � C cJ' r � 0 o � IT2i J 0 O O T ui c z, 0 M M y 11;T o z z E O 0 cc a. U Q p JOB NO: 20-2749 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW lie MIRROR VARIES / w Q MEDICINE -1 CABINET 00 � O~ OILL ~ �> o> N co M coM KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER CV FIN. FLR. KITCHEN 0 M O (V OPT. REF. OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL 1 SHWR. CURTAIN ROD SHWR. HEAD TOWEL BAR IN TUB OR SHWR. Eh SHWR. VALVES �— C° SOAP C - DISH q 0 LO M 0 TUB DOUBLE RODS a W a w o 00 = � CD a U o L CD co KITCHEN MIRROR N F O GO M OWNER'S BATH BATH 2 3 O 50 INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY -� REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE O _ CABINETS o 00 00 r 00 U_ r` r ^�^ IO LL 1 r-2" Ta �, 0 2x _ r >- 19 00 FRAMING - N C0 1/2" GYP ' `'� CV N r N �? BOARD FIN. FLR. T - - - - - FIN. FLR.- BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 J r � �. 0 C Ak M , 0' x —.,i "�� n•iciicli ii i•��iiO - �pa'PPtj�ffF��l�ilt9��E\�\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ffi W \ It E 0o $ O Op0 OD OD N N ci S, eo c~yN ) <8 J m C C" N a if: vi °1 U. c LL w a w LLI a 11 13 aa�- Z o iZ 0�� m o 0C F � m o m� W mo��O 2 E& B o a z ILW IL 0 NQMZ < °0 U E— z ❑00 W M Z N O o O O N z O ¢¢d V Q M � N N M z � o r) n U � a U0 L. P E � U m o g _ � v U o y C � �Q • cfl w M z¢ o< z E wa QO �a QN Z O E U �z M0 o a 00 O C C NgV o< wo d$ZJ<zzszQ $� Z Ww xLITT r3?�6 -m m2 O ZC JZ <�x 0<,.z02 W ° aI a k G 0 C4 = J ', O O M _ <C C o O C) O J CV � I O o O oM ,— E w o EO 0 f6 a o U _j ao m Q p d JOB NO: 20-2749 SCALE : AS NOTED SHEET N0. 2 _ 12 r �5 N HEEL — — — 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. 12 SPECIFICATIONS 5� J. F30 F4 - T.O.M. ----�- -- -- - - - - - - - - - - - - - - - HDRHGT. 12 5� 010101MININININ .1 IFE-11 17NIFE-11 I IMEN 14'-0" RIDGE VENT 12 5F:� FRONT ELEVATION - Al 15'-0" RIDGE VENT 0 :t M 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS - — — — — — — — — — --T - ----- — — — --TnM i - — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- 1'-0" TEXTURED 10 CEMENTICIOUS 2'-0" FINISH ON C.M.U. TEXTURED (TYP.) CEMENTICIOUS FINISH ON C.M.U. (TYP.) - - - - - - - - - - - - -----------------------------------------------------------------------_.------------------------------------------ - - - - - - - - - - - - - - - ---_I LEFT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 1 i ,s F ;Atl�tElf6€€d4'Pf�f�,� ,EL qw, s 0 �,. s Iw �� "•,,,fie.. (� p 4� � •y To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q O U N N# O O O 0I W J N, LL LL d a dmu aWaWW _ �ro0 o CM aDo W m o W 'a0�`Om¢�Q 2 Ea'rn W❑a Z ILLLW a0 MZ 04 V F �� Z ❑00 W 04 c N d VZ ro �QN Z O Q v Q � Cl) d O t^o, M 2 � W CD ti ,N (� 'J c_n - w 0 0 (A tJ) w �- c E 0 � � o oil U m w m F- m o g l ., mi.. = C) o y c IV n • Q Q 0 smco ti Cfl W M z� 0 z Z O > V E O N U �� �z <0 Z® oa F_ Xti 00 0�U 0 Z Z< E N L 2CD z 0 wo ¢ w z ¢� W rp (n C - o Z2 z O Y ° 0 Z Z W Z a�i J � m � 0 N 3 0. w� ZZ 50 az mw W V � �O �k J C:)W O Jw ¢ " �F x a'0 CO cc \\ / f6 0 r( O O U nCCL �+ m 2 CF)C:)OO J CD T a; ca O M M 6i o Z E O P a ci o Q ❑ JOB NO : 20-2749 SCALE : AS NOTED SHEET NO. 3.1 N 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. _ HDR HGT. _ 6" FASCIA (TYP) TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 0" 6-0" tE TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 15'-0" RIDGE VENT 12 5� -EXTENDED OVERHANG T BE CENTERS[ ON DOOR 12 5� 12 zz::::�5 TOM REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" 12 ;�5 RIGHT ELEVATION - Al 2'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH*" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. *'"ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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. f, o �• Q U O i •' . O�g SS10Nr11 � �'�i�sl�lillllll�►N���� �N� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resldential 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 W 4 v E Q00 00 O V N N 4k O O `, U O O M N J it co LL ii d) = LL N . �? U. rJ a. Q 0 us a> S 52 N WLL W !� a a W Z O: 0, U) GOJ W = C N mr'°> m Jo Z Z d y N o N Q M O Q OIL O F J W N O Z co co C� z v Q J t7 CL_ N M al ) NQ JL� V •O V% Y2 w O (,i) l6 LLJ E �V) m N ® r— o U °' w 0 8 I U o m Q10 0 • o w M 0 a zZ U_ E zo Q O � Zo Q N E �® oa fa — o 06 00 U mod' 0. z O N i °dz w 0 ¢o WZ Y111 • n7 >_ '0 0 oLL z J a z z to � ~°o � z a o W Q U 00 mw wz of co CO V 0' z ¢ 0 _ �- 0 = CV = m J m \ / ..� m 0 O 0 ' C A O CL m co T � 0 O O CV O �..` 2 O po Q r ai O M CV) \ o Z Z E C:) a E 0 � ¢ o °; JOB NO: 20-2749 SCALE : AS NOTED SHEET NO. 3.2 �s� 3 -v E3 Q �F O) to S R 0 2i •d N I N E3 Q x C> 110 C) 0 N I N L W •v i v+ C 'L Q tR 0 G a d O x a iV r7 v 0 'o O O J a� tom. N N d 0 a N N 0 z m v N 2" 1 F�I (Y' N 2�� iv eo 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN - REQUIRED BY ^ COMMUNITY SPECS. IF NOT, ���� DETAIL TO BE 1" 2" OPENING VARIES 2" > 2' BUILT W/ STUCCO. EDGE OF OPENING 1'-10" rN � N 0 M iv N 3z 11" 32 1" 1" 12' 1" 1" RADIUS 1/2" 3 1/2" RADIUS 3/4" RADIUS a 1/2" RADIUS 1" 4" d::M,, ll 22, 12 1 1/2" RADIUS 2 1/2" RADIUS CAP _ - _ Cl) RADIUS rM 1'-54' _ Miv VARIES N VARIES VARIES VARIES r - ;— iA BASE CAP -- N Qo 1" 1" 1'-0" —J� / 1' 4" (0 N BASE 4"- 34 4" Mw 1 1 r 3�� 4 4, -uT 3 a a � i2„ L Agc VARIES 12 ,,, ,,, 2 2 • 1'-0" EE T -4 2a . 12 , 3' *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" EDGE OF OPENING 2" 1 8„ 2 6 �, rM — 1 O , CV 1„ ff— � 1-1/2" THICK M1 U) 1-1/2" THICK 1" 24 Id 4., 2 10" C) 2 , 4„ 3„ N 10" 6" N 6„ 2 2 iv d. M N iN 24' r _ co 4 1„ 2 4" 8" i R6''- � � to3�� W22 N 1-1 /2" THICK 2'"4 " 1'-10" 1'"4 3 12„ P11 4' N 9 1i'IL-file :- 31" 52" 1'Ni—-5„ g2� 4 � 21 441" VARIES VARIES VARIES VARIES 1 KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING KEYSTONE F11 A0 OPTIONAL 3 4" 4" WINDOW OPENING 4" d NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" 2 VARIESrM 2" c CN I „ 1 d o o M C-.- NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8„ 4" 3'-0" 4" 10" 1'-4" 10" — 1 3 14. 1'-64' 14 0 T (D - N N 12 EM 54" 2' 1 1 "12 54,, 7„ 1 4 ` N — N N T GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH L r r 7 s ' � r; lI i �t i� y O 0 N_ to �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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v 8 O N N Rk Oh O ii p m� N J MM� N m LL QHJ°' a LL N LL N W o'ii a U, iy 0 > L N O_ R m O W W O r d m : W 7-NQcNi1 IL EcP JQ 3CiI-J Q O �C-) z 0171171 W M � � o � QNQ z O Q �e m Q. N III I N o v (D (10 U-3 Y W o OLU f ) Vl �(10 as E 2 o U nookw 0 8 zl ii ci ) N m C W M za o � z � u E o0 ¢R Q Q (6 V 1.5 Z O Z Q Da UO I— C o¢ o� N L 0 40 wz ¢� ra Cn � o mo m� o o, Z rz :�im on go 3 O a N W 7� qo �c >O o� ,d.. Z < a �N 0 w = > nL' m ` / m 0 .� C) 0 /^\ Cv > 16- O 0m (S/ a) •� O C3i ■_ J N =0 oo CD ,- cc j M ` N o Z E Q 42) c (6 4 E U J io < p a�i J JOB NO: 20-2749 SCALE : AS NOTED SHEET NO. Fill ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET 0GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE #PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN IOt EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) " L """ 1W114 V°" " BUILDER 200A INDOOR PANEL CENTER NEMA 1 200 AMP METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED1 INTERSYSTEM BONDING o TERMINATION PER 7I NEC 14, 250.94 copper to lights & outlets copper to 20 amp ckis -2 copper to WH 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. WP GFI DISC. DEDICATED RECEPTACLE Fr1R hAIrRr11A/AVl= ROKIr,G 1-[BD 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) Q 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER owl_ ELECTRIC PANEL Mai 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 ELECTRICAL PLAN - ELEV-Al SCALE: %4'=1'-0" --=t� 0 0 N to d- 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. 0 Q � . N N O 0& C pO ti C) a7 N r- N# J co LL NJ -J LL Lu u_ LL a. a ' C.,W > ' W aLU s ZL ra °� Iwo C N ) O W00 m W S E T aJ o a. CO Z d N o N Q m ZLL 4 O U H J W M N O Z Z OJ a z o d Ing (D J th C, � N cry <h Z f0 a al � � LL 4 .0 Cn Y o a N — W c E Jim U 2 0 8 x�= o N U c rn � a a o Q 14 co CDZ w m Zz oS z Z t.l- E Z� >N E OU i2 r� Ze oa H @ CL O �Z �� ='8 �¢ NM �¢Z �o Wz .� L ao �m m0 rz ZI�Z � J N 3 r o i Z O W3 0 o Jz X~ XO co � w� Z¢ Lm a 0U3 y CV J > d' ^L1 m � W \ .� to C:) L 0 co M O TT J C) T O CD O Q T ai z 2 M M \ o Z c E Q 0 W c co a o U J q p JOB NO: 20-2749 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided . SQIN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063, R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents, -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA! LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. n ,t :>z�ttE�s�stasif N' ?,OWay�dp�"s�o` Ul=;. ul P�`�••1:30 0<6 p Q r E S S i N r`�`�f�rlttt�Elttt�� 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 E10N �p Q cO 0 N # O M N J ' LL M uj a a) > W LU a L LU Z Z v cl) m 0)0 W O O 19 75 W io onm E°' m m J m J5pa W i Z C)Z N Q M Z LLZ 0 � �� U F J ❑❑❑ W (D Z N O z m z o tl N _ M (nV) Z U_ � u_ 1 T Y W 0 a U � O — W F- V) E �V) 2 o � m W �— 10 E O $ I i = U o • ¢ o co W ch M z O ZzZ Q W C E Z O K Y N Zo <® ce E O -O ¢ W 0: CL O E M 8 O ¢ ao S OU W tt &Z N NZ wz • � C - C <Z UY w mO zLL } ZN J m a" �z to ono W_ w� LL N W �- C) o N� w C7 '- o O Z ¢ Z. a U F U L '— O O > M .-. � CO m i T J O T T O O E M � � � o Z Z c 3 E w Co � a U 0 '0 p JOB NO: 20-2749 SCALE : AS NOTED SHEET NO. 5 C c c 5,-4" 3'-0" H.Bt I 1'-9g" L 3'-2g" 5'-0" A TYP @ 1 STORY S3 U.N.O. -10" 1. 2'-106" _ U-1 O co �\ M r 16'-0" i 2_93, 6'-10" I I r iI 0'-0" -3 1 /2" III I I L II �II SINK / DISP �� I LF===I- —1 — — — — � I I o I I III � ch A - b `n L ( I I D.W. III <� II �� III I I I I S3 04 S3`o CHASE TO IS D _---_--_ —=III II s I I TYP @ 1 STORY U.N.O. —��__---- — — — — STEPS AS REQUIRED PROVIDE 1 t/z" RECESS CJ L — — — — — — — — — — — — j CJ OPT' —J— CJ CJ I FOR SGD. REFER TO REF. CJ —�I- I ■ 10'-10". PER FIELD MASON'S SLOPE FOR KITCHEN ISLAND I CONDITIONS WIDTH {� LOW WALLS I I o r 4'-0" I 16'-10" 12'-10" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ALL PLACES SHOWN I S 0'-0" TOP OF CONC./ PAVER T BE 4' ■ ■ ■ J. ■ (2) #5 REBAR I HOOKED FTG. DOWELS 5 EMBED BELOW FIN. FLR. HVAC CHASE 4'-0" 4'-4" 4 -6" VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 FILLED CELL I STEEL" BASED ON PROVIDE %2' x 9" SLOPE LOCATION RECESS FOR FRT. POOR I?L CO I 2'-6"x2'-6"X1'-O" FTG inLO 25'-10 28 9 - is WI (3) #5 E.W. L 4,-4" _ -iv a) - ------------ I CJ CJ I — rA TYP @ 1 STORY 83T TT M1 S3 CC (2) #5 REBAR I 00 U.N.O. S3 VETICALSw / in I I �r; I A_ I I FILLED CELL N 2'-6" x 2'-6" x V-0" I 2'-6"x2'-6"X1'-0" FTG 3 5 7-1 W/ (3) #5'S E.W. I W/ (3) #5 E.W. G - _ _ - -3 1/2" (2)#5REBAR �— 1 F----��---- S3 SLR M� r VERTICALS w/ in I I t_ J i I OPT. D I I OPT. VYf in FILLED CELL �,� T L J I —� ■ I_ Ir-====_- --E- - - - - - - - - - - 5'-3" 1'-10.. 3 6 I I `, C? II o —CJ CIJ —CJ ■ 3-1/2" MIN 3000 PSI CONC. I 2'-74" 7-10" 1 _ " EDGE OF SLAB 2"'- I SLAB FOR HERNANDO BEYOND WALL COUNTY ONLY I J N � I 3-1/2" MIN 2500 PSI CONC K N u)I W S3 'r' I SLAB OVER 6 MIL VISQUEEN I !? I I S3 I r N VAPOR BARRIER T 35'4" 20'-6" BUILDER ■ I 0'-0.1 I PROVIDE I (2) #5 REBAR I ( APPLIANCE VERTICALS w/ in 4'-0" 12'-1" �' PROTECTION FILLED CELL I io I i , s /IWH. WHEN REQUIRED ----------+- --- �1 ff — i-- r-----------1 �_7-- PER FBC ---- i--- ------J i A S3 TYP @ 1 STORY 6'-43" U.N.O. B s 6'-0" no 5' FOUNDATION PLAN MONO — ELEV—Al NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET 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 LLi cn 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: - The reinf. bars shall be • tom •. +•: v-�..•:j� .:r,. .•: �: �..•:� cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 9, to�Awst o J� V f .... J,. �" •SE ate•` 4 V� r \� _ 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. r .o 8 N ik N J INU � L• a;rn-o - O CO LL J a 5 -,J 2 W 0N M Q d1 lJ.. 52 1 a 0 , 0Ix z y 2 9 � 0. Wmot- y Z rn�°o �� N IL NJ ac)z Uo z °� ❑❑❑ W m O o Z o � Q J (7 d N _ M m Ln � -J `!RV w pd o a •U Q O _ ,L, 0 ry a rn w ) E � I S cq x!1 c � � o 441d co w co zZ OS Z LL_ E wo oo � }o zR Q o �� ❑a IC6� CILO¢ 00 0I Nap L moa WZ , Uo 0ra o��Z .>�z cnZ C55 oo Wn ao azW� � Jz0 ' o w� i ¢ 0 L) �N 0 = J `J I ■ O O CM .-. CL n' 2 O l w m = %ftm// 0 CF) J O QO f O C iro E � M \ CIO d 0 Z E O I E EL U Q p JOB NO : 20-2749 SCALE : AS NOTED SHEET NO. 6 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 5/8" ANCH. /(18)10dxl-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD56 * 1 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 1 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5Z' ATR w/ 12" EMBED w/ SIMPSON "SET' EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-14' TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 14' x 3" WEDGE BOLTS "X" HTS 20 1 1310 1 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 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128"x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) I OR 2 PLY ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4'=V-0" ��O w� � • T\ ,,z' gam• s F �.r `"•> F L 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. E05 fp O V H N f0 J M M N S Lr. O M 3-J L- LL-ja LL vi wNMS a �ma aa� C 0Xo Z> ata°� a do W 0 0 ca W 'motir° W � 1 0 CC cL CC a 0 = N Q Z U 0 J Um a°� ❑❑❑ z W N z o m o Co o z v Q � M d. N M U)ul� o lL -J U oa O— `" N o V) _ 2 � o v °° m :.., winw` E — 0 8 l . . U o " • Q o c Q w co M z O ZZZ LPL Z. T N Q p E14c� �� ?® a I— @� N O6 i a4o �K [ wz i ¢o K m� O J ¢ " z u� Cl)3 0� ° z a w w W oLL �� 00 a ¢ _g O � °zl�d a � 3 �N 0 = J W '— O O r ' i. O U m c i" � (.) ' J N T pO i O Q 0 ui m w M th o Z Z y E 0 m f4 a E 0 ° a o -1 JOB NO: 20-2749 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 L/180. 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 8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/1T FORM & GROUT SOLID :�. . (V o �WQ O #5 BAR CONT. 8F12-1 B/1 T O ' V" LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J Lll 8F16— B/1T a o L6 Z tNOMINAL. f � QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL — HEIGHT MATERIALS c-i-i pr�ecastrinteIs = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 . MIN. RAT TOP 1) (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL 4_1 Q n 4 .M.U. #5REBAR ATTOP 4 ° _ D a° G a GROUT MIN. (1) REQ'D 1-1/2" CLEAR a A G e J r J H Q C.M.U. a 5 REBAR AT to = M m W - 4 c BOTTOM OF vs w o LINTEL CAVITY o U f- O ` ` -BOTTOM REINFORCING PROVIDED IN LINTEL o x d z a ¢ Ci z� o w to ¢ W 3 N p p �Q #5 REBAR AT BOTTO AS INDICATED 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) r~n � a a� o , o LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to 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 O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" V �E. 4 LU U �� ,per•"'' • • .... • • • ��, �.,"+ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q E CW alpp E � N it 0) M N N a� N LL COti N # W 0 15 LL�w .ou N z LL o 0uj a Z M S W N �Ci� awa W -0 � 0 o ra W pro =.O =;m J co W IM f0 Or`� MET°' <o Z co < N Z NvQ rn Z 60 F- J WIL Ov ❑❑❑ t9 z N o o co Z ia— 0 N M oC1 GX _ rL LU � w o- ,L U � Ow U0 V/N - E ru ® U m w = o g i i �® U o 0 c U) �0 � w m M z¢ Z Z U_ E E O o0 6N Z® ❑WM !05 00 Fib O E s oa ao.o °Z dz N ¢p ¢o �w f(D+ fu . (a =3 c �� m O O OLL 0 Z� ( W m ¢ rn �3 0 Z W 3 <0 'LL �k o < 0 Lo zla 3 ejN, J > O O > CM Q C � m co r o 0 G) J T OO f i c> C Q ci M M M r c Z z E O E U' m a U � ¢ ca 0 � JOB NO: 20-2749 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. CHEMICAL CHANGES PRE TREATED ATTENTION•CHE ANG S IN SURE WOODS S F E E BER 31ST 2003 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL AS OF DCM ( ) CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(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 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM, EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7, BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615I 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: GI-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: y4„ 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 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- 718" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc= 2,700(PARALLEL) 4.7. STEEL: FV= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingall risers and spray heads shall not be installed wiiUiin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete ouerpo and mortar along the foundation perimeter must be removed be ore 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 by licensed i pest control company before a certificate of occupancy will be issued. 'The The certificate of compliance shall state: 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA 140 MPH WIND SPEED (ULTIMATE) WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +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" 1Y4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 3/8". 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 OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Y 1 Fe FRO W� �► ,^: < v 0 r. F-L 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, 0 IOD qs _ Col N �p v 0 8, N N N LL con at U_ LL a M N a ,rj S W mLL 52 ° a Lu 0 zo o W ya?o Wm0 m W IL2 IL 15o�`O Edo, 12 o a Z 13 NQc,Z U 0 J z � � ❑DO f l � M pp z N O z z o v - J Ci tl N tJi _ CJ o Cz _z U,• LL fa V ,,, CLI� ¢ '�• O V) �tn u U 00 w �- 12 E os I U o Q o o C W co z o Z J U_ E zo �z E >� ?® E ° 1° C-4 < o < o W Z <Uj a ra N � z � Y � '0 O LL J ism �w (� F O� Z o W CL > o �� a u W =k CDaF W =3 �F }o coV zl< a x 01 3 W 0 C 0 C:) a m co N C:,�± T C:)p C.0 T ui E O M M ` i6 o z E Q c c E U _J ai Q O� JOB NO: 20-2749 SCALE : AS NOTED SHEET NO. S N ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + ... + + + + + + + + + + + + 4 + + + + + + + + c + + + + + + + + + + + + + + + + + + + + + + + + + + + ED + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .0" (TYP.) + + V-0" + + + 6'-0" + + +++ + + + + + + +++ + + + + + + + + +++ +++ + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + ip + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) k Filler blocking 1/8" gap ° i w it > CONT. #5 BAR FILL CELL STD. 90° HOOK STD. 90° HOOK BOND BEAM BOND BEAM STEP SIMPSC w/ (22)10d NAILS TYP, GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/8"D #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. top flange of joist. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" a - STUB -OUT FOR O 1'-0" o o ;n GAS METER _ 14* c 0 0 CN = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing walls 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.* Q�/ Provide adequate bearing for each lapped joist. 10d nails SECTION a@ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 6'" A 1 2" ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB, PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s8 BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-718" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d I.0 SIMPSC w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN -DETAIL - TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min,)j I ICI Ij l ILI I_ ,l I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM a ° SEE PLAN FOR °• , ° . • e . • FOUNDATION INFO a' ° STEM FOUNDATION \V \ Filler block. r— GRADE _ ncr.rr o=7 nr n kr Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount' "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. L'A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 4- a a 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE rVIIF, II SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PVC OR SCH40 SLEEVE PI I IMRIN(, I INF SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE AV. d / - da a a . A a V d d C d a SEE FND. PLN. SIZE & REINF. t N �z� SRO /NV . � N C� ° a A tdttlt4t 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. 0 �y 9 N � R CDN N MN� m Lo N U) M a N W N dj rn � a. UJ CL >� a:Z �cn� 9 o a� W 29 XM 0 m OM CN E T m _j p @ CL Z IL2 N Q NQMZ U I— Z 06 ❑o❑ V M � M p co co z o J M tl N M z o LL c6 — C!j y w C)a '7`• t/1 w E f6 �— c) M w E EMI 8 I =1' _ di U o °, c � m ° r• Q ¢ a o 14 ti o co co J zp W Z Z¢ J d E z o w go o <R o Ecc Z® H014 o E U �U p & N L ¢o ¢ wz Uj -g� - O oY U �o m i 0o O1 z >W z J a ° I z fn °o az C> o w¢ C ;o co w ar o J �N ^L T W, ` / m 0 O W co _ Q C a o ri �..� c T J I O CDcM o r ai W CY t— o z z :3 E C)C: IL 0 � ¢ o JOB NO: 20-2749 SCALE : AS NOTED SHEET NO. SIN 1 3 Q -o -o S N I N rn 0 0 0 J N I N L a i 3 1z N N a E S N Ef .8 v i O i 0 v 01 N c� N N Jj 0 0 CL 0 N W 0 z m 0 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGH--� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS / INSULATION PER ----� CHART ON FLOOR j PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE r� (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1:4 x W1.4 T UNDERLAYMENT FOR ROOF CHAIRS (TYP.)�o4_1WWF OR FIBERMESH Cl) PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II _ (#15 OR #30) UNDERLAYMENT - I = =-I m ° D D II Q FOR ROOF PITCH 4:12 OR LESS. — I p II I I-III-r �1-1T1—TTI— I1= D .• 1=-1Tf_TI�1� PRE ENGINEERED WOOD -�I_ - TRUSS @ 24" O.C. U.N.O. II=III= -I HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ g[ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - - INFORMATION. ALUMINUM DRIP EDGE 8"x8"xl 6"NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ALUMINUM FASCIA 1l2" OR 7/16" OSB MIN. PLYWOOD SHEATHING %12-N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16 O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"0 x 10" "J" BOLT@ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" z 31/2"MIN. ELEV.-111/2" A.F.F. p D ----- ° ' CD N 00 _ — ° •. �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM 'SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. WI 1) ROW 2x BLOCKING @MID HGT. FOR HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TID WALL HGT. < V-6". (2) ROWS 2x BLOCKING FOR WALL HGT, > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". O.C. OR 5/8"x10' WEDGE A INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) -INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION SIMPSON SP1 w/ 10 10d NAILS IF NOTED, THIS REFERS T( ) STEP, SIZE OF FOUNDATIO 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE INCLUDE THE WALL 6x6W1.4xW1.4 ATTACHMENTS 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH �31/2" MIN. =�T 1/2"(min.)- 4" _ p ° ° - I =���}- 31/2"(min.)L: - 4" I I I��r 00 rrr sr. P j I I III- Ulft 31/2"(min.) - 4" 1 1 -I I I �_� I I= 31/2"(min.) - - -I f� - I =1 I I 11 f 1�f=1 11=Tfl 111=1(f -i 1�= I 111-1Tf=1 I -1 I=1 r= II 1=111=1 I =1 11- t 11= I (2) #5 CONT, 4„ V-4" 8" (2) #5 CONT. 4" U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL aC� STEP (@ SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE:3/4"=V-0" S3 SCALE:3/4"=1'-0" S3 �oN' y�t eos' EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \Mts 1co �oU EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR c`tt LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" °� METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.Q. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1,4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING W/ (10)10d NAILS N T 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR --�` -------ARCHITECTURAL FINISH ASSUMED FINISHED E D PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE 40 MIN F = 40ksi 1x2 PT WD FURRING @ 24" O.C.-� GRADE �-�„ D ° _ z #3 & #4 LAP SPLICE y (1) #5 VERT. IN FILL MONO OR STEMWALL z Cl) - - o FINISH GRADE 60 25" MIN, LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD ° I I -- CELLS (SEE FOOTING MONO SHOWN - TI I— -I - U.N.O. ° o °° p °° 6 MIL VAPOR BARRIER -III I D ° =�-�=1_=- o_o 71 FOUNDATION PLAN FOR CLARITY ° . #5 REINFORCING BAR R 1 7/8 1x4 P T BASE NAILER FOR LOCATIONS) p p P° ° o I=1 =I =I 1=1 11=1 I=� z I [ I D: I=WMI I F i 1 T11 r S T �+� t AM col Ir1� III -III -III -III III -I I- 4"x4" INSPECTION P° (-I I=III-) I I-III-III=I ° •� ° 31/4" BASEBOARD PORT AT EACH N�oR BEARING WALL a III- I I-III-III=III=III- N I-III-III=III-) I=I I '- ( I _ D COMP. SOIL. COMPACTED TO SLAB FILLED CELL TYPICAL Wf UPLIFT ONLY __ _ _ _ _ _ _ __ ____ _ =I �- 95 /o MODIFIED PROCTOR ASTM i=I I1= 11=T�-I I Ii MIN. 2500 PSI CONC. M AT GARAGE CONTRACTOR I - I -I III=III-III=1 I=III-I I (I=I I I=III i I -I 1 I=I � I I D1557)T. tTTMTr ,�-� MIN PSI MAY VARY PER Cn To CUT BLOCK OR POUR -I I-III-III=III=III=III=III=III-III=III=III=III=III-III- - ��_ITi-ICI 4° 1'-4° MUNICIPALITY. CONCRETE SLAB W/sxs W1 4XW14 WWF OR CURB DUE TO SLOPE �- NOTE:EXTEND = ,,►�i-ICI-Ti-iII-I�t-ICI-��► .,I�i=��l- FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 00 N r Cl)—I—II I —II i A��MNN 6x6W1.4xW1.4 D 0? 31/2" WWF OR FIBERMESH 6 MIL VAPOR III a I min.) 4" BARRIER ' D It -TIT - a d a � • • — cli - O COMP. SOIL. O° _ -1=1 I 1=1_ I ittl I 1=__7nTS1i (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON 3" CHAIRS TYP. ( ) DETAIL) HOOK (SEE 4" U.N.O. V-8" 2 STORY ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-01, S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS �( /-O.H.D. RECESS 'Tz I/ :. . . ` - —a 0? '1 III •�•e•''+.'•.� ItI—I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS �. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE:3/4"=V-0" S3 GRADE -I 1—�—M—I 1 t I 1) #5 REBAR w/ OPT. )CREEN ENCLOSURE MIN, TYPICAL THICKENED SLAB EDGE SCALE: 3/4"=V-0" EXPANSION JOINT 1 Ch 4.: —III i��l—I I : °d.'•< °.., ,• - III -III •;;::,j;°•.. SEE A/S3 OR J/S6 -I i ITTI I `_T i 11 1 FOR REINF, INFO. 3" MIN. CLEARANCE 1'4' (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS II 00 E= CV ' M SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION, P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 CONT. BEAD SEALA� ¢ INTERIOR a 4. .. -3 1/2" 9� vd a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB N I i=Tf Ii=ilTs= co 6 MIL VAPOR BARRIER NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE Uj D w can =I�=1 I I —I � I �` '' • a p. I-7II1=TI _ —' 1—_ — D • T11_1111I11I1�11�1I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r M i °. I> �T— p. TTj==mom O (2) #5 CONT._ ON 3" CHAIRS 8" 1 81' TYP ( •) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING WALL W/ UPLIFT REBAR DETAILS F rG 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 wl (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS -rN A SEE PLAN FOR CONNECTION INFO - TOP OF BEAM & LAYOUT DESIGN M a a SEE ROOF PLAN a A d 'Q a (2) HTS20 -� FOR STRUCTURAL _ I_I,=T�I- I IT -I1, I�T 111 . " E BEAM SIZE & 1 1- -- CONNECTION INFO M 7 I .' ' . •. Ilf 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 -III I I= I-I=rI �-4 MIN 7/16 O.S.B. SHEATHING 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w I a SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w j 6x6 P.T. #2 SYP SLAB INFORMATION o J W c ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 a:I SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8"11 C MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C, FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL ,. EXTEND FILL CELLS TL 7 O FOUNDATION PAD :. d INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT d 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH —P "' a M 0'-0" FIN. FLR. SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN, (Z) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS CONT. FOOTING STEEL MAT REINFORCING. ' ' r� 0 z C'3 z =-I F' n w a p o "� _ " GRADE a - __ _ = Q a _ I -I w I I I=1 I I I -I 11=1 11- z = • �' • °• - - -_' - z ° - - ___ - I1=1 =1I1-III-I I_III II1E ¢ III_ J 4" 4" INTERIOR WALL SLAB STEPNON-BRG.rK SCALE:3/4"=V-0"QS3 .�0000c r •o�.00000���• o�,i.GG i Oo�.OG000�. III-i I I I 1=) (-I 1= ' FOOTING c� BEYOND PAD REINFORCEMENT -I 1-1 I-i (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 1 t E N +�46,�4;ag;81 4FIltf ,r ®fp, } • � m N E°L O°..,. RQFESS10,0 �,,. 00�� 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 ll�_ coI;r8 NCo Q o v 000m1R- WO M� N 00 LL M 5uJ �`LLa v�N Admilk W a Q 2L a s U, Z-r05� o 2mo �m0 �. N m unW�TE'°¢o� un N Q M z Q O= c>HJ Z U ❑0❑ W z o z a J M d N _ M z Q) o W 0 ® a N � e a w!a � � U in W � _E Q z'!y N U o ai c U, Y O ®® 'A Q Ir o W co M co z9 o z U_ ce Q E o Zo O j R Z N ° ill XO o¢ �O °< C> N a Z a ¢o z L ,� z U N° �� ° Z LL aCi J ¢ <z g CO z o�° , 0 a U w = ti VVV �"J• N.Z =. i Q < W Y ° a to�w z) Q °- U �S ON •� =0 J m 0 C:) L�. ' � O 4.i m Cfl N _ r O°3 a c��l LO O ai M ` Z 0Z E 0 EL E ci � ¢ o ° JOB NO : 20-2749 SCALE : AS NOTED SHEET NO. S3 (MONO) F� • (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 24 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) - 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP PLATE ---- VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE w,.,,,2x O BLOCKING (2) 2x HEADER PER PLAN BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)1Old (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 MAXflf W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. : /j AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 90A 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.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN c DOOR OPENING DOOR OPENING EXTERIOR � ❑ • WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 ,) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d a n °a a d d � ° a d ° a G d If 8° STD. 90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 11 NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4"FORM CONCRETE INSET TO 1!2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J T W '\\00\01\� T Q FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR-----_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d 8 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. SF p�Npo� �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 -Ot VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE BOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 1 (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. Op r �R SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMLSI ON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" O/C FIELD - 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS IL SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. �- PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 48y SPLICE STAGGERED Miy J . 10d @ 8" O/C ATTACH ALL 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 rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON Q SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 —I SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U r Cn 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 112" SDS (1835# SPF) ° a ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T,R. MIN. 8" EMBEDMENT W/ WASHER & NUT 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 8"EMBEDMENT wl WASHER & NUT • FOR HDU8 USE 7/8" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE:1' (::�S4) SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE r 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10 N ILS " a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS MASONRY WALL d A @ 4 10d NAILS @ 6" O.C. STAGGERED 1: A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 a i Z�b6o1©�! 9Ai < : •/ ° rr •� �. �- LO Q ••.....•., O OF <���, E S S I, 1rIII1E11e00 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 Editlon. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn Q E �_ O c- V 8 N ID c0 0 0 0 N U O� J M N N C'o N LL Co O M Q) U1 J x* W •= LL LL d U_ W (6 OLL 2 Q Z 0 i 2o mm �° W W IL mo�C° Q� °9a m E -rn _j o 0 Z N Q M Z U R J z L) 000 W M s�- z N O zi2 o d. N to o ND (LL r I'6 _ V% Y w o '�+ � a Ln W o c/I � 2 2 o ® U M W m o g 1 i x� U o ° <C Y A W em z M M z� O Z Q J E z N zo QO }ow� Z <R 4 Q E u wz Z® Wo� O E a 0q z' N L o ao QO aZ ¢� �� ro �Y m2 o z� z J ¢ ° 1 to Cn 3 O Zz O Q O a W �z �LD =� rr5 O m ao i5 ^, ui \ n: O CM U 0 0 Co 2 C r o >% CV J r T p T O O � M � c z z C E 10 - CU a-U J 0 J JOB NO : 20-2749 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)1 Od x NAILING SCHEDULE FOR 1Od x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/(2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 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 SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C: LENGTH (SEE TABLE) APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) —j 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO : • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ Ez BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 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 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ NAILS @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4'7 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/ (2 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" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ T-O" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. CJ'S SCALE: N.T.S. Srj TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) SPS FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. 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)10d & (2)10d 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/ 1Od 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 ' Zx BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4'7 ON TOP OF PANEL 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" 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. SCALE: N.T.S.S55 () 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J r SEE STRUCTURAL OUTLOOKER F@ 24" O/C ON SHEET S5 FOR N co x NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR fl BLOCKING FOR CHORD BLOCKING °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ Ill. 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 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 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING/—W/ 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT " �' @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED (2) 2" x 4" LAMINATIONS W/ 1 ROW () 3) 2" x 4" LAMINATIONS W/ 1 ROW ( () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF 1 Od NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD BLOCKING @ 24" 2x4 BLOCKING 2x4 (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TYP. TOP & JACK TRUSS O/CEND w/ 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 114" 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/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION p B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING 'ROSS BRACING PRE-ENGINEERED 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES AT LEAST TWO TRUSS SPACES 1 Odx3" O/C 2"x4" OCATIONS @ TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. SrJ ALTERNATE NON —DROP GABLE END DETAIL MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING SCALE: /-- N.T.S. TRUSS BRACING OVERLAP DETAIL l M 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) \\-BRACING w/ (3)1 Od x 3 AT = • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTAw/(4)7 MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 20'-0" MAX "X" BRACE SEE DET, J/S5 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 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 25 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN, millim 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" 010" - T-0" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1QKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS '—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU a Y CORNERJACK U iY W z x 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)7" 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 LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 r-k S 0/ 20 i" rs/€IIIIet a 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. oo 8 N O "_ Qt- O 0 O 0 c� N 3JL V M M N LL 0 53 LL LL a a �cii °ate Z a6 o S cnm M°mo A_ S E T co o y •j ILW J N p N Q coZ U j z ° d ❑❑❑ W co M •- _ co z N O O co Z o C� ¢ v a /� v I M tO ' n O V L, 1 ' T V C/i Y w O � n O Ln � V0. E U m w = r 2 E o g m I... zl� _ 6 $0 U c V' a° • to Y M W Mz � Z � J LL.. E w� zce o z Q O E u wE 0 Wa ~ O E 0 R. ¢ 00 10 az Z N ao ¢0 QO ¢w L C Z2z U .2 m� 0 Z �z Z -A �0 N ¢� og Z g0 W Q - az �~ U ao w¢ 0 �a o co v7 z ¢ af �U 2i �N a = J ca W m O co _ < 6 o O ^\ m o T' 0) O N J � r CD po r W M o Z Z C E m C a O U _j Q p JOB NO: 20-2749 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 �1/2" DRYWALL DOOR JAMB (REFER 1x4 —1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT J_ TO PRODUCT APPROVAL FOR CONN. _ MAX. 8" ` PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR ` (TYP,) ' AND NAILED W! 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2Xg BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1� 1x8 w/ 2 ROWS 8d NALS 1-1 /2 DETAIL O 3 1� DETAIL 1 1.D. ` STD. 90 • 90 HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. BOTH FILL SOLID CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB REFER TO PRODUCT METAL SEAT PLATE O.G. & 4" FROM DOOR JAMB. (REFER APPROVAL FOR CONN. 1x4 1/2"DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN PRODUCT*2','EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" AP SHEATHING TO ND TO x 3-1/2" TAPCON @ JOIST TYPICAL APPROVAL FOR CO(2) ROWS 3/16" x 3-1/2" H O.C. & 4" FROM EACH 1x4 FURRING — —� TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2 NOTC @ FIRST COURSE SIMPSON HGAM1OKTA 12" O.C. @ w/ (4)1/4x1 1/2" SDS SCREWS .. REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 � INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL �.5� NOTCH WEB SEES FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLIDW/GROUT ,r 2'- 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 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE 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 BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. OR CONTACT ENGINEER of RECORD FOR CONTACT FURTHER INSTRUCTIONS. ' ° ;" •. SCRIBE(NOTCH)POLY-CELL BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN �... CONNECT W/ 8d NAILS BRACE/ BLKG. . N.T.S. n' WDW. SCREW ANCHO\\_2x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN °INSTALL RETROFIT WALL OVERHANG DETAIL (NITS) 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'/2' WOOD ) O * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ X ' `ER TO TRUSS TOP CHORD Y yqN .J MIN, 4" EMBEDMENT AT 16" O.C. �E NOTy 11-011 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + WISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 114" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > a � /4" MAX EMBEDMENT INTO K.) 2'-0" 8" PER NAILING SCHEDULE ALL TRUSS + TO SOFFIT TPORT ° ° :' �.. e. ' .� C #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + s 11 D' 10 ° CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ' ► ®s 9 o ° 'At, IN TOP 0 1 X 4 FURRING 8d NAILS EACH TRUSS t o •' ' KNOCKOUT / N —� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK BTWN,, 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR °� — d MONO FOOTING ' PROVIDE 2 x 8 DIAG. BRACE (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. - 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 .o DIRT 6 TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN LINTEL °•'. q "ffANDARDPRECAST SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR INHOOK N TO FIT ARCH CONNECT W/ START OF ARC 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) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") v , • , v . . .. ," INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE 2 1/4" X 31/2" TAPCONS AT 16" ( ) L%,. ` �., s. . •� , ✓ �• ! �, s• Sk THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL B-g 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" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "&' OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD > #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'_p" EPDXY MIN. 6" EMBEDMENT & ` O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3 MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w NON SHRINK GROUT. o LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° � THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL P. LU A REINFORCING AS FOLLOWS: SEALANT Tyr "Q a 1 F MORTAR N BED JOINT. DO NOT FURROW.— PLACE LOWER HALF 0 AR I "`' U #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWELREINFORCING ``" -' 6 MIN. LAP SPLICE W/ PANEL ° I I —I � z EXISTING FOOTING C a (2) #5x6' IN CONIC. I� FILLED ELL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT c I =jjr � N DRILL 3/4"x5"MIN. HOLE - GRADE o. M SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP D g .. °.° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE "-N� REMAIN FREE OF MORTAR. NOTE: z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 " MIN. COVER EAWAY 16. A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =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. I N CN _j �• C� °! Ct.\ ••• F I— To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, 0 W F cE O �E Q O O O Of (No to 000 ft to N N N � 1A 0 a) M , J � � LL 5 V)M tl! m u. LL a w y a �CU.1 u 0Z0 vi aIL ra °i Z O 0mO «Yo i__j m W 2 Ego) Z N Z O N IL o cL Q O 7 3Qcn z O V ❑❑❑ W Z N O IC,z D o J (h d N _ M W N N1 ' LL _ 0 T (/j f>3 w CL o a °U a _ O 0 �. Vv c m w 0 o-- m E OL I _ U o C � ®0 `� 0 m C w Cl) m9 o Z U y E Z O � > N �� a. E U wox Z® XCU O a� 000 it 0� Z N N L <p ¢o wZ W� 3 M m m0 o O¢ W Z � m ¢ N Q o9 LL z 58 a mw W o mLL w , 2 >0 CD co z1. l¢ a x 3 dN.• J ca W ca 0 ■> O C U 0 (0 W m = c 0) J 0)T O p0 T O E 0 o z O N E _ a ci 0 JOB NO: 20-2749 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. , „ lIVVV .1-- A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. rw 11 ­r­— 1 1 w1 — CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING -C 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM k * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ 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 TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFi SCALE: NTS (2) 2x8 #2 SYP w, 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 @ RAISED ENTRY MASONRY WALL r4 SCALE: NTS SIMPSON HUC410 w/ (14) L.SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION C SC EDULE/PLANM COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN SCALE: 3/4"=V-0" 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) AF--�A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" /X COMMON BM. ATTACHMENT SCALE: NTS iv• MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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. 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 FORLOCATION 2X10 #2 SYP CONT. LEDGER w/ (3) AND DIRECTION 1/2" X 41/2" 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 L VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w P w/ 10 1 ( ) 0d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SIP w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL (2 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1J2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL a 4'-0" O.C. TO GABLE TRUSS SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ k1SEEROOF MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER TRUSS PLAN a ° (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. o '. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR a TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. � �� SECTION @FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY s CONNECTION(22'-�SECTION AT HIP GABLE �2 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS 4r i 0S,�r�y�tiitiiititll%j���r NN ••F,• E ' .'•. v • o N • � -il/ L .•, ••,. \ sp r QN\\� ��� z,E S S1 ,�rttrnntlr"�`�� 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 pp N N_ # O N N LLL MN'N-w ai 7 LL, r LL LL 6 Q ci0) aaw ._ 0, Z �NNi o � 29 ir.0 W W ILW mooLr° E i o ° T Z N V E? J Z V ❑❑❑ z N o z a ¢ v J M �, ^ O • V LL 'Wl r (� Vi Y w 0 J� � 4 w F8 c sN = o !�V) X � � w E — 0 8 m(..-. _ m ¢ o sm C W y0 o� Z a E �R QN Z® 'T ra mg W� 00 Z D E a , Wz 0 Q 0, wz Lq L ro co O m 0 ow z QW W ,s o1 wI Z go aZ ww z �~ Mj_� cz' y0 0� V I¢ U N J L. ^, 0) B W � '> O O M < C^ o O m CD W = � r 0 o 04 J O r OTc-:) O � T O Z z E E B ui = a U -j Q p °i JOB NO: 20-2749 SCALE : AS NOTED SHEET NO. D 1 3 v 3 c 5 CD - J N I N L > C -moo 0 N I N ;T O Q N N c. N E x c LZ CS 0 i a 0 J a� N N coo 0 0 a CD C, 5 Z m -o 0 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER _ _ WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING L SLOPE RESISITIVE 0.3 in: 12.0 in BARRIER wooD FRAME coNsrR. R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior wall envelope shall include TAPE EXTERIOR SELF -ADHERED FLASHING3/4"-1" BEAD OF CONSTR. (O.6 Cm : 30.5 Cm) SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to s OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering (ASSEMBLED WNDOW) WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive z OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and 'a RESISTIVEWEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. 2 BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH UNDER DECKING SUBFLOOR 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 other SELF -ADHERED FLASHING (SEE DETAIL wPo7) 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 HEAD FLASHING TIE-IN INSTRUXT►ONS: (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. Cut, fold up & temporarily secure weather resistive RIM JOIST manner to meet the requirements of the exterior wall envelope as described in Section R703.1, THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 1 R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a AND WATERPROOFING METHODS TO weather resistive barrier 3. Fold weather resistive barrier back over head water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be BE USED. flashing and seal with tape 2 2V O 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. SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW 1 EXTERIOR DOOR WITH DECK - SECTION A 1 'CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity ,I ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD FLASHING THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB L USE LIQUID NAIL BRAND (SEE DEDwIN�w exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) p � g REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL ° O RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface COMPATIBILITY pp g p Y g SELF -ADHERED FLASHING ' ° ° ° _ BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, �0 RELEASE PAPER TO EXPOSE EXTEND MINIMUM 6" ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish VonoM of FROM or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration secrioN-A (SEE DETAIL wl=o2) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 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. z SELF -ADHERED FLASHING 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE 1 O 4 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. DO NOT FLASH OVER SEAL TOPS OF JOISTS 1 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 8 SEE DETAIL W 07) 2 7 copings. BOTTOM NAILING UNDER DECKING FLANGE ( 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING , • 4. Continuously above all projecting wood trim. HALF ROUND WINDOW I EXTERIOR DOOR WITH DECK , INSIDE CORNER 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. �Ground� 7. At built-in gutters. ru-1onrrv%a SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as Q in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary u.��JEHWLWI 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'4' PER PLAN V-0" PER PLAN 0i �13:[6V1TJ r:1W"I 21 FAI 0 SELF -ADHERED FLASHING PATCH HERED FLASHING SELF -ADHERED FLASHING OUTSIDE CORNER m Z d I 1 I / \ I/ li (L'I dLU PLASTER STOP F- U) ILL! CONTINUOUS BACKER 0 ROD & SEALANT W w = Ir Lu w � o A U) 1 2 4 5 a 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 I NATU DO N( DRIP ACCE SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 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 J. i, 't 0 0 CV CD 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 beating Engineers signature and seal. N F QO Do 8 pp�� "t --- N ;k O O p D a M N" N w N J ODW N t<� 3LL ° u LL a _NM �0)LL W N aaLu Z V02. 0�o fY o :°°„' mm C2 W cc 2E°'0, Z v N0 N Q M Z Q O O F J Z °� 1:10❑ W Z N O c, co a Va z a Q J oh (L On (h z ''nn o � V LL � C/) Y w g o •O v I L,, If = N tie. U DD Rig 2E _Wjai � C) o� = (D m -0 Q o W M o Z U-zo E u u, out �� g >N Z® oD cu CL 04 U O o' oEzWZ 0 12 o a� �J L (n ,✓ C oY x� m g Z Oz Z J N ro a Q W g z u) tc o :5 W�� o� o WF �3 o � _. iF ° �C 0 _ O O � O L o m ca _ r 0) N J 0 r T ai O M 1 d 0 z W z � O E N _ C cc FL U _j ¢ p � JOB NO : 20-2749 SCALE : AS NOTED SHEET NO. W P ..i.. u�-.. r-r. ., t3..�'„ew'F .., ..,. tp A3 HD210 2 _- #s. ,.. .-, Tk<....wJ.. , v: *a, .':. _ ty+ ,-_➢,-A' .. -a -. =+_ -. »:. • .- ,x+ch:5 -t..,�U , ,. .. .':... s' ,� .- • x ".. - . e. • :n y < .l '.. ,. < FL17244 1 ESR 3455 12/31/2020 A23 ...-..:.. ...... . ...:. - .-. -�,- u,....�- FL17232.3 ESR-3445 12/31/2020 HU210 2 , .. N' emu.. , - FL10446.2 FL10856.4 -:,�: a.mr h3 ..�.K - �'-,e... '�" t ��.r y s „nx - ESR-2606 ESR 2549 - it4"r r. � 12/31/2020 12131l2020 12J31/2020 12/31/2020CU 12/31/2020 12/31/2020 12/3l/2020 12131/2020 12/31/2020 12i31/2020 12l31/2020 12/31/2020 12131/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 1?13112020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12l31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12(31/2020 12/31/2020 - 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31l2020 12/31/2020 12/31/2020 12/31/2020 - 1?J3162020 12131/2020 12131/2020 12/31/2020 12/31/2020 12(31/2020 12/31/2020 12/31/2020 12131/2020 _1213112020 12131�2020 12/31/2020 12/31/2020 12/31/2020 12/3112020 12/31/2020 12/31/2020 _ 12/31%2020 12/31/2020 _-- 12131/2020 12131/2020 12/3112020 1213112020 12(31/2020 12l3112020 12/31/2020 12/31/2020 12131/2020 .._....-._____..... 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12I31/2020 12/31/2020 12/31/2020 12131_12020 12/31/2020 12/31/2020 12131/2020 12(31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2026 12131/2020 - -- 12t31/2020 12/3112020 12/317202 I,_• _ _f i -- - SPECIFICATION HEET (2 t3) 2 _ As required by FloridaStatute 553.842 and FloridaAdministrative Code 913-72, lease ovide the Information and approval numbers on the build) components listed below if q P Ix pp t19 p j they will be utilized on the construction protect for which you are applying for a { ! N r' 0 � L !� 0 L (a •� „�, aj •- U U) � 0 Q -0 0 Q _0 = O - - C LL co 0 %+- j to CU 0 U) (3) �OCUQ f- •� (n G� - - HD212 2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 12131/2020 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 Cate gory/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date Mauntltt!q BI:iCkwtj 1 } Wk P Crosslslwpolft t 6 �D Cat , AnOlor 5dw'dok- 'Right SlaCkLbt (1-0 GN90 1 t r`0i& J 25'01v• (TYPI " � _ +CM'Il1NSt 1 .5/ _ fMTr 7k {Yfi (TYPICaf 1 In Iirft) W-4t en FroutCr s Pad �, 1rim if >-B s,16 t U .) #14 IF�rIlIng r� k Cr6isSUppait Into A/C Uht 0Mom Side" )cal'+ 3 ch 6 fDrh�Irkkar* used INSTALLATION INb 1 t Murdomr, Alt ll: open �` HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 1. EXTERIOR DOORS HD28 2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 _ HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.01�7.0 psf 12131/2021 HD412 FL17232.4_ _ ESR-3445_-_ 12/31/2020 HU412 FL10856.9 ESR-2549 -- HD610 FL17232_.4 _ 92/31/2020 HU610 FL10856.10 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12131/2021 _ HDo410 _ FL17241.7 _ _ES_R_-3445 - ESR-3444 -12l31l2020 HUCQ410 FL11468.11 SIM200804 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67,0/-67.0 psf 12/31/2021 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12131/2021 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67,0/-67.0 psf 12/31/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL114473.5 SIM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0l-40.0 psf 12/31/2020 MJ HTT16 FL17324.2 Evaluation Report- 12131/2020 HTr16 FL11496.1 ES-0130 PGT Series 5570 FI251.10 4114/2021 - - HTT45 -- - FL17324.2----- --- --- { Evaluation Report 12/31/2020 HTT22 FL11496.1 ES-0130 - HTW16 FL17244.8 - - --_-_ 4 - ESR-3455 12/31/31/2020 HTS16 FL10456.22 ESR-2613 C. SECTIONAL Clopay Building Products Residential WinclCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 HTW20 FL17244.8 _ ESR-3455 - -- _ 12/31/2020 HTS20 FL10456.23 ESR-2613 Clopay Building Products Residential WinclCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 HTW24 FL17244.8 ESR-3455 12131/2020 HTS24 FL10456.24 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.86 +38.0/-42.0 psf 5/21/2028 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 2 WINDOWS HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456A9 ESR-2613 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 psf 10/8/2023 HUS210-2 -- _._.._. HUS212 2 MHUS26 FL17232.6 ._-..._. _ - FL17232:6 FL17232.6 ...._. ESR-3445 _ _ - ESR-3445 u- ESR-3445 i2131/2_02_0 i2/3112020 12/31/2020 HUS210-2 HUS2122 HUS26 FL10856-R4 FL10856.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50,0 psf 2/16/2024 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353-2 N/A 12/31/2020 JL26 FL17232.7 ESR-3445 12131/2020 LU26 FL10655.104 ESR-2549 PGT Series 5500 FL261.1 N/A 6/26/2021 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 12/31/2020 WS26 FL10655-111 ESR-2549 --- JUS26 2 FL1723 A ESR-3445 12/31/2020 WS26 2 FL10655.112 ESR-2549 3. PANEL WALL �.___---_-- . "._, _ _ _---.-._ __..____ _. __--- _.___.., .--- ---_-- Cemplank Lap Siding and HardlePlank Lap Siding JUS28^ --- FL17232.11 - _ _ - ESR-344fi _.m 12/31/202o LUS28 FL1o655.113 ESR 2549 A. SIDING James Hardie Building Prod. FL13192.1 - FL13192.2 N/A 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEGS FL10667.71 ESR-2615 C. OTHER KST260 FL17244.15 ESR-3455 12/31/2020 MSTsO FL10$52.7 ESR-2105 LSTA12 FL17244.18 ESR-'3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA15 FL17244.1$ ESR-3455 12/31/2020 LSTA15 FL/0852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR2105 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328-6 N/A 10/18/2021 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 _ _ LSTA30 - _ - - FL17244.18 _ ESR-3455_ µ -12/31%2020 LSTA30 FL10852.4 ESR 2105 C. ROOFING FASTENERS NOT USED - LSTA36 _ FL17244.18 _- ESR-3455 - 12/31/2020 LSTA36 FL10852.5 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Com ps p. OfFRidge Vents FL16918.1-FL16918.4 NIA 9/9/2026 LTS19 _ _ FL17219.2 ER-0200- 12131/2020 LTT19 FL11496.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12131/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 LTTI31 FL17219.2 ER-0200 12/31/2020 LTTl31 FL11496.3 ER-130 E. ROOFING TLES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 � U O Al > 0 �d ,A■ t..L. V, CIO T L LccIJ G Z Z Z Q J a LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 Boral Tile Saxony 900 FL7849-16 - FL7849.20 N/A 12/31/2020 LUGTZ FL17240.2 ESR-3447 12131/2020 LGT2 FL11470.7 SIM200803 F. METAL ROOF Gulf Coast Supply&Manufacturing, LL 0.032"Aluminum GultLok 16" wide roof panel FU1651.2 R3 NIA 4/12/2024 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 MP34 - - - -- - MP5 ..--,--__ MPH3516 FL17244.23 FL17244.24 - . --- Ft17244.22 FL17240.3-- - ESR-3455 - - ESR-3455------- - _ _ - ESR-3455 _- _........... _. - -ESR-3447 - _ 12/31/2020 12/31/2020 1/ _. _- ' -12/3------ 12/31/2020 A34 LTP4 LS50 WM1416 FL10446.3 FL10446.19 FL10446.16 FL10667,86 ESR-2606 ESR-2606 ESR-2606 ESR-2615 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 Florida Department of Business & Professional Regulation Paget oft Building Codes and Standards 3rzwmlB Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 12/3l/2020 MSTA24 FL10852.9 ESR-2105 ANCHORS Simpson StrongTie see chart MSTA36 MSTC40 FL17244.18 FL17244.26 ESR-3455 12/31/2020 12/31/2020 MSTA36 MSTC40 FL10852.9 FL10852.11 ESR-2105 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999,4 N/A 12/31/2020 Coe Entity or Date owe Date Pendina Date TS`8e Verston Manufacturer Contact Enalneer & License Valltlated By Validated Submitted FBC Approval ro Status Revision 2017 Gulf Coast Supply &Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/1212017 10/10201Z 10/172017 12/12J2017 Approved Category: Roofing (352)498.0778 PE-75519 (334)300-1800 SubCategory: Metal Roofing info@gulfcoastsupply.com Compliance Method: Evert ore Licensed FloridaeReportfromri Florida Registered Architect a Professional Engineer Pt'tf. �rdak�ata,4 .. , , •w- >. „�., ,• - � �, z, -.- . _ _.. < ^. ,. ,.-` = • ^ , . - i°• „- Quality Assurance Approved for Use. _Approved for i. .. / - Use Impact D� Sao # Product Model. Number or Name Product Description Contract Expratlon Date in HVHZ Outside HVHZ Resistant Pressure 1 0.032&quot; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A -NIA/ over 15/32&quot; Plywood-108.5PSF 2 0.032&quot;AluminumGulfLak Ming.032&qud; AluminumGuBLok16&qud; Wide o4/12rzoz4 No vas NIA +Nta Roof Panel over 15/32&qud; Plywood-116.OPSF 1 ud; 24 . Gulf Snap 1& ud• Gulf Sna 24 Ga. 17& d' wide Roof Panel 04/122024 Yes Yes N/A +NIA/--131.OPs 3 &q 9a P q P qu wer 15r32& uot• Plywood 4 1&qud; 24ga. VersaLoc 1&qud;VersaLoc24ga 16.5&qud;Wide RaafPanel 04/122024 Yes Yes N/A -NIA/ over 15/32&quot; Plywood-13UPSIF 5 1&qud; VersaLoc .032&qud; Aluminum 1&goof; VerseLoc min .032&qud; Alumhwm over oanznoza Yes Yes N/A +N/a./ 75/32&qud; Plywood-101.OPSF 6 1.5&quot; 24ga. Gulf Snap 1.5&qud; Gulf Snap 24ga. 16&qud; Wide Rod 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud, Plywood 116.OPSF 7 1.5&quot; 24ga. Versal-oc 1.5&quot; VersaLoc min 24ga.16&qud; wide Rod 04/12/2024 Yes Yes NIA +N/A/ Panel war15132&qud;Plywood-1z3.5PSF 8 2&qud; 24ga, Me9aLoc Min 24 Ga. 2&qud; MegaLoc 188qud; wide Root oanzrzoz4 No Yes N/A +NIAI Panelwar15l32&qud; Plywood-108.5PSF 9 24 Ga. Gulf Lok Min 24Ga. Gulf Lok t6& Plywood Widewar l5/32&qud; 04/122024 No Yes N/A +NJA696.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gutf Seam 16&qud; Wide Roof Panel 04/1z2024 No Yes N/A +N/A1-93.5PSF over 1x4 Wood Purlins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lodz, 04/122024 No Yes N/A +N/A/ 18n 26 Ga. 5V Roof Panel over lover qud; Plywood +N/Al PSF 12 28 Ga. 5V Crimp Min 28 Ga. SV Crimp Rod Pend over lover&qud; 04/122024 Yes Yes N/A +NIAI Plywood-156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15f32&qud; Plywood 04/122024 No Yes NIA +N/A/-131,PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 1x4 Wood 04/122024 No Yes N/A +N/At Purlins over 15/32&qud; Plywood-156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood-161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud; Wide Roof Panel over 04/122024 No Yes N/A +N/AF63.5PSF 15/e28qud; Plywood 17 26 Ga. GuIIPSR Min 26 Ga. Gulf PBR Rod Panel over 15/32&qud; 04/122024 No Yes NIA +N/Al Plywood-154.7PSF MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 9/1/2023 _ MSTC52 FL17244.26 _ESR-3455 ESR-3455 -- 12131/2020 MSTC52 FL10852.11 ESR-2105 -----_ �_ FL17244.8 _- _ ESR-3455�_-_-_ MTS12 FL10456.33 ESR-2613 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 - ___MTW12 - MTW16 _________ __ ____- FL17244.8 ______ ___-_ ______12131/22020 ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/25/2024 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 MUGT15 - FL17240.5 ESR-3447 - - - - - 12131/2020 MGT FL11470.9 SIM200803 NFM35X1.2 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report I on p 12131/2020 MBHA3.56116 FL/3904.6 ESR 2616 PAU44 FL17239.13 - ESR 3449 12131/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 _ ESR-3449 _ _ __ 12/31/2020 GLTV3.516 FL10667.8 ESR2815 ! The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following ----------- - information must be available to the inspector on the bsite- 1) co of the product approval, 2 i� .1Q r PY P Pp ) `------"- - I 1- - :. ' ..---_--_-_______. _ r�-.__-�__- .,._...--_--..___,. _ -. _ ��_--_,�--_--_-, --,-_-- _-.__._ _.__.._ 1 I � � .-„ ....,. .-,..,.,,. _ __ . _...__..___.. ,. _._.,_„ . < - _..,,..,. _-_...._„ _-...: _.._..,.._._�......,_.._,......_.._..__,., i _ w I i i 9 ... _ ,.. - _ _.... ....:.. ... ...._.........., . - . .-... - " - _ ,._ ... 1. __ _._._.__. _ �........ .__,_,.... ..........., ._.,._-__. r_.,_,_...._,.____._.__.,__....---- .._ ._. ..._..._.,.. '_-.....-...,-.. . _..,-,.. -..- _..... _...._ .,•._.,.,. _. .......... t - A .. _, . ,...,..__ ....,,_..-1 f ._..._.._,.. ._ . f APPLICANT SIGNATURE DATE e__-..._.__:__._--_...__._..,.,..-�•._.....,_.,... ., __-,...._, _. ...._........ .. .... _.,. ...--._...._, _. _. _._.<. _�:..-. ......... ,, ._,-._._.,._ _ PL .�>._:<.,_., .. m.. ,_.,_._ . .. ....,...., ,,.... _, _,_.,.. ,.,.,,....:._.__.--.-._,:....:.,.,. .,..-._.... -., _,<.....<_._:--....,,..._..:,.,.-...,-....,iH.......�.,,,,. .._.., ...__,? PHD2A _ _FL17239.13 _ FL17219.3 _ - ER-0200 - - ' 12/31/2020 FGTR FL11473.2 SIM200802 ------ PHXU3516 -` FL17241.20 --------------r- ESR-3444 12/31/2020 CS16 FL10$52,1 ESR-2105 - RFUS FL6223.5 - Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 RS150 FL1 7244.27 ESR-3455 12l31/2020 H10 FL10456.6 ESR-26 3 RT15 FL17236.3 ESR-3448 1 2020 2131/ H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-344$ 12/31/2020 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR 3448 12/31/2020 H3 FL10456.13 ESR 2613 RT3A FL17236.3 ESR 3448 12/31/2020 H4 FL10456.14 ESR 2613 - RT 4 RT5 FL172363 FL17236.3 - E SR 3448. - -- - ESR-3448 _.- _ ....... ..... 2020 12/31/2020 H5 H2.5 FL10456.15 FL10456.11 - R 2 ES 613 ESR-2613 ......... ..............-,_..- RT7 _. .._....... .......... ....._. ._- FL17236.3 .._ .. _._._..-------- -- --- ..-- ...-. ..... ESR-3448 ,_..._.-_-_.._ 12/31/2020 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 RT$A FL17236.3 ESR-3448 12i31l2020 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 SPT6 - FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 SPTB FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 _�.__._........._- PTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 SPTH6 --_.._.._._.__._.-.._.......---.._..__..........._ SPTH8 FL17244.32 _.....-...._.-_._._..-..-.._...............................___:_.- FL17244.32 ESR-3455 __..._.-.........-_.._..-._..---.._._....---'-----._.-.-__._..-__.__.__.. ESR-3455 12/3U2020 ._.....-............._._.........,..., 12/31/2020 SPH8 U24 FL10456.48 FL10655.141 ESR-2613 ESR-2549 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655,3 ESR-2549 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 Florida Department of Business & Professional Regulation Page2 oft Building Codes and Standards 3ne2ote Product Approval Application Detail THD282 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11488.11 SIM200804 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 12/31/2020 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 Quality AApproved for Use Approved for Use Impact Design ssurance §ace# Product Model. Number or Name Product Description contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GulfPBR Min 26 Ga. GulfPBR Rod Panel over 1x4 Woad 04/122024 Yes Yes N/A +N/At Purlins over 15M2&qud; Plywood-151.7PSF 19 26 Ga. GulfPBR Min 26 Ga. GulfPBR over 15132&quot; Plywood 04/122024 Yes Yes N/A +NIA/ -154.7PSF 20 26 Ga. GulfPBR Min 26 Ga. GulfPBR over 1x4 Wood Pudins over 04/122024 No Yes N/A +N/Al 15/32&quot; Plywood-151.7PSF 21 26 Ga. GulfRlb Min 26 Ga. GulfRib over 1z4 Wood Purllns over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood-164.2PSF 22 26 Ga. GulfRlb Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GulfRlb Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024. Yes Yes N/A +N/A/ -159. 24 26 Ga. GulfRib Min 26 Ga. GulfRlb over 1z4 Wood Purlins over 04/122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood-164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/Al 15/32&quoF Plywood-123,5PSF 26 29 Ga. GulfRib Min 29 Ga. GulfRlb over 15132&qud; Plywood 04/122024 No Yes NIA +N/A/ -146.OPSF 27 29 Ga. GulfRlb Min 29 Ga, GulfRlb over lx4 Woad Purlins over 04/122024 No Yes N/A -NIA] 7/18&qud; O.S.S.0.5.8.-101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GulfRlb over 7AS&qud; O.S.B. 04/122024 No Yes N/A +N/Al -116.OPSF -- UPHD8 ---- -- FL17219.5 -- - ER-0200 ----- 12/31/2020 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 LGUM26 2 FL11473.12 SIM200802 Search Criteria Code Version: 2017 FL#: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside WHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALLCZ SHEET PA 1.0 NO, N Florida Department of Business & Professional Regulation Page I & 8 Building Codes and Standards 1211212018, Product Approval Application Detail Florida Department of Business & Professional Regulation Paga3 of 8 Building Codes and Standards 12J12*18 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peas I of I +rr2ola Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Oetall Page 1 a t 11s2o1e > ( ) � /Q� 0 L_ (D Yi cid -0 v V� v �f�a��t � � � ` ; V �f�� V L Q � 0 Li — +� ��'/^t C 40 V / TES O V �♦ � L W �FJ '^ O • E V J (n (i 5 O Q mauve=Ebtdt— Sate, Pssks Date PendmPEntity �a Version )danpmdprer ,Iv`-g6jgyj Enalneer&Llaense Validated av Validated Submitted FBC An Provel Approved StaWe. Revision 2017 Therms-Tru Corporation RICK Wd M Lyndon F. Schmidt, P.E. R n J. King, P.E', lantsno'17 07/12/20 7 10/182017 12M22017 Approved 9. Yn. .. � 9 pPro... Category�ExteYioY [kiora (419j29&1740 PE43409 (613)787-6555 Subcategory: Swinging E%terlor Door Assemblies rickw(glnvbldgconsuhants. Compliance Method. enluallon Report from a earn Florida Reg sla ed Architect or a Licensed Florida - Proessional Englnear ...,:, Quality Assurance Approved for Us, A—ravadfaUse. Impect R9s1lD Sea:1h Product Model. Numtierar Name Product Deacrintlon cgntlaot Expiration Date ]tl�j,j+ Outside HVHZ Raejata^t... Pros�nure 1 a.Tharms TruFlber-Classic andSmodn-Star Nominal SM9;8&quotNoo-lmpad&quo(,Opaque 12P3l/2020 No Yes No WA Composite Composes Edge Fiberglass Single Doan 0nsw1rg1W v4ng;Xcaaaguratlon) erma- ru eis .lessie a mod lar Nominal UM ;0:&quot on -Impact quota Opaque 12J31 0 o Yes No. NIA �$ - E)96.q gat-papd1mo i1 tg Zxl2 Version Manuraaurar Sca.Ofl4t' Enalneer&IJ-4 validated By Velldeted SubSuorntild FaC Approval Approved. :Status Revision 2097 Category: Exterior terpwdlor Rick WrightWid Lyndon Schmtdl, P.,E. Ryan King. 1?J132017 12113/2017 1224r2017 02M32018 Approved Category�Extedor Doors (479)298-1740 PE43409 ('813).767-6555- Subcategory: Swinging Exterior Door Assemblies rickwawbMgconsuftems. Compliance Method: Evaluaton Import from a corn Florida Registered Atohhed or a Licensed Florida - Professional Engineer Quality Assurance A Proved for Use AoorovedrorUae 1. Pact Design 6a"* Product Model. Number or Name Product Detonation 'ContWt E,,Imrien Oete. jgHj�Z Outeld, HVHL, Rea+atant _ prea�ure. 1 a.Th" a,T - '- si dSt-:- ; - iu mbar Glee s an moo h-St� Nominal 6&fp9,8 &quaiNon•Impad&WoL Opaque 127,iir2021,. No Yes No N/A Composite EdgeFibsr&ss single boa - (Inswing;Kkimw4rg; X configuration) _ iD�La[ blot g� 7r@! Y�llea Vdidalsd By yggg� $JbflJ.li A $ggM RBVWM 2017 Therms-Tm Corporation Rick Wright National AcaWggion& Ryan J. Hing, P.E. 12/201M? O9/2V2017 1212712017 Approved eetelory: Exleaor Door$ (419) 298-1740 Management Institute (813) 767.6555 Subcategory: Swinging Exterior Door Assemblies dckw®rwbklgaonaulNmb. Compliance Method: CerMkatlon Mark or Lbdog awn 13w9te Assurance Asirayed for Ur$ imam Diselon ant Produdithaoskil, thards— Me— Product Daftarlation Coftmot Expiration DO, In NVHZ ouftdxmHvHZ flaillijaw Pressure + a. BquaY,Classk:•CMMqua, end &quotBenmhmark by 112 sand 8100pagw and Glazed Flbagess Door with 12/DiPM27 No Yes No WA Themte-TA4*01; and without SMeAms. lamming and OuhtWtg EnabmY g� 1m teas lYl/. Yltalffi WBid�a![ V911eemd By Validated Submitted PBG.AOPISIIffi An 3lg4g Ravi" 2017 Therme•Tru Corporation Rlck Wright National AoaadhNbn& Ryan J. King, P.E. 17J2=17 09/21/2017 1=2017 Approved Cmgay: Exterior Doom (419) 298-174D Management institute (813) 787-8355 subcategory; S hinging Exterior DoorA99emblbe rldtw@nv01d9dmmubmits. Compasnoo l9ethod: CartiMztlon Mark or Leing can cAwb Apdrovedfa u.. Aob[oyad mriae gg�g; R1tslaD Ant umbw armadas Product D—flaboas E,,Imdn Dab In HIM outaia HvHz Remistart Pressure 5 e. &qud,SrcrootlnSmMuluok and &quotBandlmark by 6/B and 810 Opaque aed Glazed Fihergmse Door 171312021 No Yes No WA ThemwTru&qud; and wMwut Skean, Inswing and OuewingCo Composite Edge Fiberglass Slagle Door nswln tsw4 ' : X gent umtlon 6 r: fiarmmTm Floor -Classic ant Smooth -$tar Nominal 9;0 &qu rt$4or1-ImPect&g4ol; Opaque 1Yt':12021 No Yes No NIA Composite Edge Fiberglass Single Dow 0n7Mngkimswing' X addgura III - 9 LTherma.Tru FborOiassic and Smodh-Ster Nominal 67df3;S:&qud'Non4mpad&quoti. Glazed 12/31/2020 No Yes No -NIA Composite Edge Fiberglass single Door (InswingOAswing; X configuration)Composite 9 I. Themnahu Fttar•Class{tread Smooth -Star Nominal 9;8 iberl;NmHimileD qud; Grazed 92f31f202+ No Yes Tie N/A evig.1fis Slagle Dow naym Odsvd ; X fignation) 14 n: Tharma•Tru Flbar-Classlo and Smpplh-Slav Nomlrm188di39;0 &yuolNon•Impacf&quote Glazed 12t3'•172020 No Yes Nit. WA - Composite Edge' Fiberglass Single Doa nmWilivoutsvong; X comlguregon) n. rma ru a- :.sec o , . quo• o p ;;. e o es NO PUA Composes EdgaFiperglsss Single Dow (InvM119 011swi g; X eonaguwon) Florida Department of Business & Professional Regulation Building Codes and Standards Paget a2 irZW2020 Florida Department of Business & Professional Regulation Building Codes and Standards 'fie 1 a 1 +/ +e Florida Department of Business & Professional Regulation Building Cafes and Standards Palatial +/Nita Florida Department Of Business & Professional Regulation Building Codes and Standards Page I Of 1/520m Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ptaf50•SPimx4umta R 5, s - [ 'C bl' .,. r.,, .,... .4`_ .. w. 1. :. _L ,_.t_ rt , . _ , FLA11111271ANt Fli�t3tE4 SwaProduct Model, Number or Name 1 SERIES 420 ALUMINUM SOD 2 SERIES 420 ALUMINUM SGD Quality Assurance Aoprovedfortlee.. Approved for Use .Product Desalo0on Contract Expiration Date In HVHZ outside HVHZ SERIES 420 ALUMINUM$Go OXO 12/312020 No Yes 1453/4&qua;.80&quot NON -REINFORCED SERIES 420 ALUMINUM SGD. OX, XO, XX 12/310020 No Yes 86&qua;x80&qud; NON-REINFORCEO -Impact itsly No No Deslan Pressure NIA N/A g4.� LM V-1- Revision 2017 L Clopay Suddirp Products Caraway Category: Exterior Doss SubCalso": Ssdbml Exterior Door AssambWa i� Mark WashaBeld Imatsk Testis Sarvloss NA, Gary Peehler (513)770,6082 Im (513)5194M leas ymod M1Q l 11/29=17 081102017 A 12r)6=17 $lints Approved i4.� 11ffg � Review 2017 jasteastilm C+oF9y BUBdug Products Company CamgMy: 6xtedr Doom SubCmgow: Sectional Exterior Door Assembles Eger C.,mat VaINLtatl By Mark Washrfield Imerek Teasing Srylon NA, GeryPhmhar (613)7708062 ma (513)51046M mwearbadwidedopsycom ga Dote Perrdlnag 20 validate Elbe. P Approved 1112&W17 061102017 12MMMI7 am& Approved � TY0 VMNI Revision 2017 1 PGT kMuetres Category: Exterior Doom BubCaEegory: Sildig Extorter UaorAssenWbe Enft � VaNdAwd By Dean Funds MIemH)ade BCCO-CER MmandDade 6000-VAL (941)48"100 (78g315-2590 dmarkQpgtiedustrfeo.com � 20 Oda Pood- Validated 1 AI IZ202017 1128201V Do Approved awn 12252017 Approved 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312020 No 'Yes. No N/A Compliance Michael: Certification Mark or LWMg Compliances Method: CedlMaden Mark or Lading Con7p0ann MWW. CertgmaBm Mark wLWng 4 SERIES 420 ALUMINUM SGD REINFORCED 145-3/4&qum,,x96&qud; SERIES 420 ALUMINUM SLED REINFORCED OX,. 12131=20 No. Yes No N/A - P1I16470416Pagducb FLa2314M9 Products 5 SERIES 420 ALUMINUM SGD REINFORCED XO, XX 96&quot;x96&qud: SERIES 420 ALUMINUM SGD REINFORCED XXX 12/3i2020 143&quotx96&Cori;, No Yes No NIA Eat# 37 037 W$-W PAN-2Ft51: 94A, 94, 73, M l5M,19D, 76, 78V, 4RST, 4RSF, BRST, SRSF, 2RST, 48, 42, 56,488. Steed Pan (min. 25 ga.) Single4ar (up to 9'0' wide) 05121=8 NONDCODE&9174; W5 Garage Dow IB.HvHZ No Yale agagg No Pm•om, +30 PSF/-32 Pap $!aE 53 053 W5-16 PAN-2F153:84A, 94, 73. 75, I600, 190, 4RST, 4RSF, SRST, BRSF, 48, 42, 55, 48B, 42B, WS, GDSS, Pmduotowdotlort Steel Pan (min. 25 ga) Doub+e•Cer (07 to 1610' 05121=8 wile) WINDCODE81174; Yd5 Garage Dear Ac amomd far lie In Film g ! No Yea No P14lfYR +30 PSFb40 PSF egg t0 ProAwtMwYl. Mnapwror Nesn 86IMS70 (Loge MbNk impact) Vinyl Sing Glass Door 041114=11 ABBfIDf for IBHYt6 outside Yes yea 101�3 l� Btl1Mv0L Pn� Yes NA W 426, WS. Goes, GDBSV, GM, OR58V, ARSE, AR5SV, GDSSV, GM, GR5SV, ARSS, ARSSV, EDSS, EDSSV EDSS,EDSSV Florida Deparbnerd of Business & Professional Regulation Building Codes and Standards Pegs 1 a 1 lrsrmla Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 of3 law2m Florida Department of Business & Professional Regulation Building Codes and Standards Page / a t 115=14 Florida Department of Business & Professional Regulation Building Codes and Standards Ppa 1 a 1 115=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Oetall FL911Bi7A7P,.,+!-rbffdUmtS 9"'" a� t-' • }',-. Quality Assurance AoormCl fa Use Approved for Use. Impact D.Im MM Vandon E9tlty ar g, Validated By 20 21M Dab Prandhan yam Sudan gO 1 20 . FSea 9 2 Product Model. Number a Name 1855H Product Description Cordraa Expiration Data In H Z Outside. HVHZ 52X72 Fin/F.lange Frame 101SO Single Hung 10/0812023 No Yes Resistant - No res - ra +60140 Sft � Version Easily r feDlest Enabm &Llano VdkWARd By 2.a Will 20 yg F&CAtm[mW Awro"d �12 Must Vast" t10tlYillsaw EOIeLQL Contact Enamar&Lkame VNkleed By go l0 Dina Perd9m gy®g � Review Mi7 CURRIES dweln ofAADG, Inc Category: Exterior Doom - Dedle Daft UL LLC Ted German, PE (641)494.2844 (305)s6e4707 11=12017 100=17 1200SM17 Approved Laminated Glass Revision 2017 Cbpey Building Products Company Cateawry: Exterior Doom Mark Wasemeld InteMk Teethe Sandoes NA, Gary PTushler (513) 7708062 has. (573) 6198566 IIQ9/2017 08/10017 12i05/M77 Approved Reviews 2017 Cbpay Building Products Company Cats": ExteMr Doom Made Wemrrow Intertalr Teding Servkas MA, Gary Phehler (613) 770b082 ins. (513) b798586 112WMt7 OWIC 017 12/g512017 Approved Subcaegory: Exterior Door Components daNe.dedk@asurabby.a subCategory: Sectional ExhoterDoorAseamblbs mweemrholdQdopsy.aa+ Subcategory: Sedbml Exterior Door Assemblies m>elstsraeM@dopaY.am Compliance Method: Certification Mark or Ladtg m Canpihme Mstwd: CeatlMatkn Mark or Lhtlng Complanco Mearad: Certification Mark or Listing — FL&47837417 Prodwb Mai ProduclAssialfiltardarrarMsens, contains A� Product Description Coasted Expiration Deal Approved for User A4torwadfor Use In HVHZ oulakis, bald Resistant orsion PdtataR FlMWIlt4t5 Products E99.3 Product up".Nnnhargmeans Acaroyad for Uss Aapnwd for the t@144t 10.inr1M oumwottvt¢ Restated J2MIm Pmwg EYB/627948 Producb Hatt PmAxtModet.NurmrorNra Produce Degradation Contract Exclmtlon Veto Approved for AgaroveY.laLibl InHVI� Outside HVHZ IMBBMt 29llm Resistant PJ ■ � 1 e07,707,727,747, and 847 Singe and Pate of Doom Flush, Glazed, sand Lowered a its& and pairs of. 12031=6 hdkm ntetel dam. Yes Yea Yas WA 85 085 W9-09 PAN•2Fi63:73, 75, 84L, 94, 42,48,42% 489, 4RST, MST, Goss, GRSS, AR53, EDSS - Steel Pan (min. 26 go.) Sagle-Car(up to 9V wide) 05121a2m WINDCODEIMH74. We Garage Dow No Yss No +38 PSF/42 PSF ig2 102 MIG PAN•2F153: 73, 76, 84A, 94,42,48,428,488, 4RST, 8RST, GOES, GR5S, AR53, EDSS Steel Pan (min, 25 gal) Dorroe-Csr(97 to ta'Y 0512IM2s web) WINDCODE11#174; We Games Door No Yes No +37 PSF1.41 PSF cz feassaa Ceases Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 a2 +202020 Florida Department of Business & Professional Regulation Building Codes and Standards Page I of I 1r"Is Florida Department of Business & Professional Regulation Building Codes and Standard Feat 1 Of Ilawls Florida Dopertmetlt of Business & Professional Regulation Building Codes and Standards Page I aft 1202020 0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ra�4as�n - Pa riaa4t28 _2 ,,.: >< Sage. jygg Varsla" Manufacturer Entity or Contact Eminaer&License validated BY Doe Oae Pendirm Validated Submitted FBC Aeprewd ,Date Apaovea Status C MM Vmba MonsdatitheL grdgrg gggggl Enchmer Lkeraw Vaffdftd By gag OW PenNm IhIWaaA submitted FBCAmrovi gab AapfO�W Siam jypq yyglgg wheissrhadiumar- Enslaver - Enokeor&Llunn Validated By gag gag Oats Parlor 211. Validated gypgyftd FDIC Approval AP&[8lacl sff Product Model Number aNam ouatlty Assirance Amoved for Use Aomovedfw Use Product Descrption Contract Expratibn Date In HVHZ Outside HVHZ gD= Deslan Resistant pressure Revision 2017 Ml Windawsend Doas Brem Sitinger American Architecture] Steven M. Urich, PE Category. lMndmvs (717).365-3300 Manulactwers Association (717)317-8454 Subcategory Fixed h itlinger�mrxd.cem Compliance Method CgraacaElon Mark a Listing . , 06N42019 06N4/2019 06/072019 Approved ,..:Apyvaved .v .�Impacts Revlamn 2017 - POT IMurtes Calxgortr Windows. BubCaegory: Fixed Compllana LletMg Mednod CeMfiadorn Mentor Dean Roark Memi-Dada 8000-CER Mlatn4-Dade BCCO-VAL (941)4"00 V1103152590 dmadc�pgtlndwme®.am 12/20/2017 1208=17 12/2&M17 Approved RewBlon 2017 POT Industrba Categoy: Wmdowa Compliance :. Smpls Cerg Compliance Metnotl: Cedi6eatbn Mark or Lladng Dean Rusrk MmmFDede B000-CER MlamlOsde BCCO-VAL (941 486-0100 ) BB 31 droarkGpgindcetbs.oan l7 ) 5•?6M 12r"17 124082017 122&ZH7 Approved I HS 188 Fin and Plane Feme 7342 Insulated Glass 02/162024 No Y.. N. +55/-5 lag Product Nadel. Number a Name Quality Assurance Product. Description Contract Exdmtlon Data for Use �Aronoved for Use 1, HVHZ Outside HVHZ Resistant gestan Pressure E Quaftly AwKnM Approved for Use Approved MUw gjivmz [mom lima OUBM _Corbett Excitation Dab AoonmdkftW Acarrovad for UN jested 1, HVNZ DWAM 1 185 PW 73 x 72 Inwisted Glass 04/032023 No Yes No +601-60 g pyY,5g2g (Lenore MBege Impact) Vinyl FLmtl Wmdm 04131112020 Year Yea yes WA 7 SH-SM (Large MMSW IMPecU Vinyl Singe Hung Window 07m0=0 Ya Yes Yea WA I Is L. Florida Department of Business & Professional Regulation Building Codes and Standards Pepe 1 a I 1leawe Florida Department of Business & Professional Regulation Building Codes and Standards Page I oft V202020 Florida Department of Business & Professional Regulation Building Codes and Standards Page f ert 1/6iMm+a Florida Department of Business & Professional Regulation Building Codes and Standards Page f or 1 115018 O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail W � Code j'yga VMIpp l Revision 2017 Theme-Tru Corporation Category: Extorter Codes Enft ar Validated N Rick Wright Lyndon F. Schmidt P.E. Ryan J. Kip, P.E. (410) 298-1740 PE43409 (813) 7678655 21M 20 Drate paragns Ya�Med illblglged 10M82017 10/18R017 10222017 go AQ8f12Yed 12/122017 Approved 2 u. d . b - 5704 Quality Assurance o ct C x o Vernal Aluminum Mulfim 12/312020 Approved foe Use Approved tar Use Outal e H No Yes Impact 1 an Yes geslon re NIA glift Version Revision 2017 PGT Industries Dow": Windows Etl� EnoMeor & Llesms Valldamd ev Dean Roark Miami -Dade aCCO -CER MIBm4)64e BCCO •VAL (798) 315-2590 g8k &a 1 Ra ygg p $Ydfl� P dgg� 12l052017 11/152017 12/OW2O17 awn Approved � � y leg Revision M17 Mnufrtunr Jeans HardieBuaSrp Product, Inc. casigary: Paw Waft EntlN or Epg g ygr By Pmgaheng Zhu Ronald I.Ogawe John sattiend, P.E. 827 PE-24121 (352) 367-2526 Ra go g Validated 31b0.gII PBS AIgtslrM 08262017 O&p92017 082820f7 gig An 3!lilfl 1O110/2017 Approved subCaegary: Swiping Exterior DocrAssaebgea dckw®mOMgamutema maty: Muslim druar488M00 uadl®pgdedlebes.com pingalerp.zhu�jamsshar m a Floridaate Compliance Malhod: Evaluation Report tram Regearad Architect or a Licensed Florida Proesslond Enpimar FlJn9 484M emdom a m - FLl281A11 Protluefa SauP CompNnfwa Matlwd: Cwt iostbn Mark or Listing roahot MOM, Wangler a lams - In ApaHV%rtee Approved farlM � n Z ! � FL918192A6Pr�du�e Conditionals Method: valuation Report from a Florld RegbbmdSMWnad a a Licensed FkAtle Professional Enpmeer d1e,corn s O �s PmdM Model, Nonber or Name CkMUW. Product Dwordlofty cooymzmiruanom kHVtt2 Oualde NVNZ IlB� PA&IOA,gr Deal,,1 Muabne for All Doom and Windows Aluminum Millions 05 2021 WAApproved 9-0 ProductModet.Numbara Naer Produrvilleectiodon Ceased IlKahadon Dab for gla Aporoved for Use In Hv i OUW&HVHZ 1.WM gxgu Resistant Pip, ^� 1 s. &quotFitarcesaM&quob. &quotSmath&sellu k, ss� t hAMquot or dghroCClssaicCMt 60"A 4uotimpaa8quot Glazed Fibergew IV312021 Smgla Doe -p() Inswing a Outaving Configuration No Yes Yes WA 1 Csmplank lap Siding fix r-owma t.lop siding 17/3i/= Yea Yes WA WA cu ie.f.. < O Lawa (D Florida Deparbnelrt of Business & Professional Regulation Pep 1 a 1 Florida Department of Business & Professional Regulation Pale+ a 1 Florida Department of Business & Professional Regulation Page t or t Florida Department of Business & Professional Regulation Page, a 1 Building Codes and Standards tsrmle Building Codes and Standards ,/saute Building Codes and Standards 116010 Building Codes and Standards 1 srm,e ) Product Approval Application Detail Product Approval Application Ostall Product Approval Application Detail Product Approval Application Detall ICU M "3192A9 RA31924U FLa1827242 941112 Must Version Revision 2017 Janes Handle Building Products, Ins. Enter.at Validated By PlnpMeng Zhu Ronald I.Ogawe John Southern, P.E. gig 20 VARdow s FOC Agaraval 08/26/2017 OSMM17 01328.=7 Agormaid 101102017 Slastift Approved 2glill LM y16a[1m Review 2017 mumbom James Hostile Bu&ft Products, Inc, E"ft Carried EBt1lmser.III 1kawe VaikkwBy PM+gshe+g Zhu Ronald 1. Ogawa John Southard, P.E 20 OWA yliMdeftild Sub l d PBG.A-,,,W 0825/2017 08A)SIMI7 oarawiT °lg Alltlyed 1011012017 AMR Approved Code mn vmalon Revision 2017 Mismullacturnes, Alalde Enter car contact Engineer 411sms Validated By NI k Thompson Lyndon F. Schmkh, P.E. Ryan J. Kip, P.E. gag no Dide Pending 20 yet Sub PW Ausarovid Age 10M4=7 10103I2d17 10/112017 121122017 am Approved C� mn Version Revl*n 2017 Nhknubowm Amine Erafta S1Mgsd Validated By Nick naimpsun Lyndon F. Schmidt, P.E. Ryan J. King, P.E. gag a* D■mParlrw :ate submitted FecAaamval IOM4 2017 1OMM17 10/112017 gig Alllazed Eggs 12/122017 Approval W cateaory: Panel Waft SubCabpry: SwMlg ComplkndeMeawd: Evaluation Reportforn a (909) 3492927 PE-24121 (354 367-2526 Pingeame Muaiameehar dle.am - - Category: Panel Wags SuiCwegory: Swing Compsenee 1bWod: Evalualion Report farm a (909) 349-2927 PE-21121 (352) 367-2826 PmBWsrgsl+u®imreshar de.cwn Category: Panel Wab Subcategory: Scale Compilrwe MsMed: Evaluation Report tom a (330) 922-M PE43409 (8+S) 767-8555 nMempsuraliatswe.cNh Category: Panel Walls BubCamg airy: Soflb Cowokmw Method: Evaluation Report from a (330) W-230 PE-43409 (813) 767.66W ah mpsonoalswe.am Q Florida Reghmred Architect or a.Licensed Florida Proetelonal Prgineer Florida Registered Aropaect or a Licensed Florida Prolesslonal Engineer Fu nda Reghkimd Artltlted or a Licensed Florida Professional Engineer Flaws Registered Archted a a Licensed Florida Pmbwlmw Engineer Z FLB1319t.Rl Produce WA Product Model. Number a Noma Guests A-smemm, Produaf.Bssadl!&n Coned Expintlon Daft A Ammoved far U, In adetdolFn¢ U= Ras+mm l2ul® Pressure 2298 Product Model. Number or Nam Combed Emlratan Om Atmmled for If" Ift HIM Gamble, Va12 Raw Ye It ! Pressure, am PratluMMom. NAymm WName - 12wMvAnurmce CONr Rc ratan Dm Approved for UN A [exgeld In outside )3o*leftm 010110111 Pro"" ELtiluEuEmdoo MA ProdwtMWd:NVmbraNeme Guaft Assimilate FAmdudow Coned E=900MD Appronvid for Annrtendjor N In HVHZ carbide HVHZ gtroat ggggg Railroad Pressure z Q 2 HardlePtsnk Lop Shtng fiber-cementep titling 12131rAW Yes Yes WA WA 2 HardlePank Lap SWV hber-ameM rap swing 12131/= Yea Yes WA WA 1 a. 8gwt2T&quot SolM vent a said Vinyl Soft 12131,2020 No Yas No WA 2 b.&quotAllmnce T4&quot Soffit Vent or SM Vinyl SOIB 12G1a020 No Yee NO WA J )1 SHEET NO. PA 1.1 Z' 6 Vd - . Ank�—. .- 17— D Z Z D m cn V O CL 0 D O V r CD =r \V ggg`0 CD 0 cn "BID 0 CD O cn I 1 O CD M. O 0 0 CL CD V I U) Al i'',i^^�e �^^ r� CD \V V/ e� F• Ca. —0 �• CD i O O =3 —0 CCD O CD ems- ♦V M cn =r \V CD P—F V/N V/N V/N V/N $.A ON ON LZOUL£/£0 4ZOz/4£/£0 PI-E WIN Pieo9 P.-Is POPpPO Pima wla:Plaoq PuwlepowallO x.JigwM apsodwoo lwnAN1S P1.9 u4a ­naa4.AeM P1ao8 WIN rl S f V/N V/N "A ON fZoMM McWn Mw0000 pM1vPMd PUB PI*Wd spnpa4L MMOO lepuwlwocl lO Moved AmenlD t V/N WN sQA ON LZoMete »qW"1 P4048 powulwel 'IS-1 Pua4slagwll £ B > �•el V/N V/N EGA ON LZOUL£/£D »gwnl PUM IGIR»d lSd-"=d Z now mm vwrxwp9AOw vM1 1ppl9;eepomEmwv7wmV/N VIN wA�y� ON LZOUtr o lsgwnl»auaA popupuel 1A1 w-110"W t �srd 1 laww sy y� LMMWff.1,!yW_ MMM .1 p P�1 $ OMN JO JsqWftN 1 MWO MUM e uppowpwuocgj8» iPSWNPWWerN BWoIdBPYoIi , swwlUOdONuOSagva W. ylg9BOHRdumD0 A4llu3 uogsnlsn3 lanPOJd AOMm4Oel APN wm'»sna a Woo Uodoa UOIWn[eA3 :PoLMW samodwoO woo•ooyeADApOamud loonaaal a se peonpoqul gmpwd:AM1OGPoling egiBAati�ulMllle9'UegDH legwnl PaPau1043:A1000Wx e LIS99BB (Zs9L ZZ109-3d LO&MI£19) gOwloAw0 MMPUS AMOM3 99Z£-6£9(909) 9L49-tm(ESz) sluauodwo0 lwnpngS:A»fisp3 46ue40 panouldy Ltozovet LLOU97At LLOZ/£LML 4LOM&10t AOH wtor HWH'H MILL sM0 W4OH 'wq'yOnpOld OPMOO PpPwLUDD UOU UOIBIAMN VIN WN soh eah ZZOU1,U90 sR)wl VIM 40m ZL p_,9'9'4 SIOWn 91e1-m0. LIMUOAS, 461H { p—IddV 61.0Z/90/40 9LOZRM 61,0Z/1.0ho '3'd 'Telyel al 0ll'a0Wui5 uo0•nIBA30j1 UIMPIBS qua »snsawaAoM are PIloMP3 VIM pB7MRW PMW'= 1 )lam 7upimm gamn 4O7(L Mrsm MEXPRIT 2w,"aB1991s: ZF 3 7 Ida $ �$ 'RM M-311151117 prMougm "MM" F-WI ( 111511M ;M in NOFOIZW 1153 3FAM W5 WPM a 3e M-I n— i P o �ot�l Ili o7Sd'd �HR b IM Mra;TM TM M WAMMFII 'e663 s ..., �. � �".-, .., _ �_ .. , ,:F r • ..i .��;: _ -f c. a m, a v�,.,, d., !' = � �,� x ,. a .."i•,• � ��. �,_+ 4 ...m � x . � ," .�t .., _ .,a" .M... .... .r,�'rr-. MOMtmtm+d HIM uop00111MY @AaddV lonPad spiapuelS Pus sapoo 6ulpllne Uo91111 I/uass%wd V Daeulal8 Jo ><i-4JU d9a BPIGoId Ile;aa-IpogddV WAoiddV pnpoid oZOvou splepugS pue sepoo Bulpling Lm 1aP:a uo4elnBaN leuolssa;aid 9 ssaulsng;o;uaugledad Bpuold Ilelaa uolleallddV 18AoiddV lonpold OZOMM splepu%s pue sapoO Bulplmg ZLOZeOed uopeln6eN leuolssa;aid V ssaulsng;o luougiedaa Bpuolj moul5mm wlmav=g MINIMUM" VM VM wA 09A £LOUt0110 sw0jolOOuum awl4 WAWM 40M'sOoa SHOZAW 9 VM VIN wA wA £ZOL101W NBId,oPeuuao wM'BO OZ oun P VIN VM wA wA £ZOULOLIO WO GapODUm Gaul4Oua4s4014 TO 9t SHISUR £ VIN YIN wA wA £ZDU{0/10 Mgdi MMMOM4VO9t at on Z i _#M masm Pam SLgi+DPYIS 2A)U✓$ FM BMW NORM &UM11111111111115 2MUR FM MMER WIPM XURROM Z<OWW aRroop3plipow sommoRrpnm Farce > PM iM mm voinorponow voirri'Rta■V mm Von VNIMINSIX1111109 gwriwpxmw MM RLmW lRfJW'PMMMV ORrAFPXBMV'fiiIBD3 I xweld arali8 AP33pvald UOMW4wa Model e wog UodN uopemsA3 POHMONSOPOUMD BW04UOdGH UoMUB—modulo* a W04VOe UCIM4�PB4MW—vadwoo B w04U069H UpOpBA3WMWBwBIMumoJ P 0o9O.689 (9OZ) woo•ywop-p OLMd uwul :k0BM:4Ign9 0086-M (904 W0O•IW9I wlMd M L.:Amoommea OOBB•889 (SQZ) ulm•pw®{PMp WAd Mul 1AMOMPO Me eMMd Owul :AJaBsgMprug '011 ow-too(41£) gUauadlmo WnPMS: mewo '0T1 OWL-L9a(41£) Muwlodwoo Wpm Andwo 'oTi OasL-t99 We) ResuodomooPn:PngS:A,OOMeD 'oTl oem-tso(4t£) WuarodIRagOn■:A{BOge7 PeAo WV LtOTlMOt LL07ALMt LLOAML %*MSUOWMPA3DDl DTI'4*"UORenPA3DD1 IUIMppaeo 'OM*Wx"I Mom LM UOPIABU PaA WV LLOS/SSlot LLMM MI LUM ML 'GONIOS UopWWA3ool oTl'•oWeS uopnp cool LBMPM 'Oul'vep""I Me1M LLDZ UOPMASN pw4wdV LLOMV01, Ltovoti t LtOUOLML 'GMnFaS UMPmOA3 Dol 01l'eOW09 UOPIPIA3 ool p"pMBO "aW'sMAsnpul)Pi" LLOZ UOPMeN puolddV Li0UMAL 110UStML L/ MMI lav-s ugpm-3 ool oll'eoWss uowwai ool IPMPMeO - =1'sopmlpUl Mej" LLOZ uOISIAGN IBM PEMMV IEMONV303 0194gP11( AFPIPM sow gm WM INDMIRINIF PXMMIWM pqquwe pown UUM Von IBM FNMM 1 1( sR( an >I PROUR PXMMRM PINPW POW Dell an an lopolww M in 7111111101111 IFZB= m DD a) in in WAM am IFIdM in mionlawo in lm N71111101 IM TWRR 'H M anomem gold IN N7111118111 on DUMM IRRa UWJeoIMdv RAaddv pnPad IIvM uopv*Wy leAOLddv lonp-d IRRG UWleeliddY RAaddYlDnPad IRRO uoReBllddY RAaddY losPad slows. spiRpuinS pus o"O BUlpling MOM spiepuelS pus sepoo 6ulpling MOW spiepusm pus BONO 6ulpre e13MI, M-puslS pus sepoo 6ulpling 1 rot ailed -4*InBSV Ruo!Sss;ad V —long JO lUeLA4Ge IGG epuold t m 1 eded -iieln6ea isuwsasI v Dssumns to lusu4Gedep epuold I P I Sold UOI1W6118 IsUOMuk-d g 901111149118 Jo IusLUNel ISPUOU t p t.ad uogelnBeN ieuo!ssspld g se—ejo wwwdea BPlmld VM WN wA wA INW1,0/LO stgd xwuum mwwConp Omndee'C 9t smtW t MMMU MOM wRroommmo7mm womsoRromm emmioi0qmmvmwmm TM > A19u3 UOWW3 pnMd ewasUsdeldM IOA3:pOgNMe01111fidulOo 0090•O84 (90Z) wm,mulopw MMd seal :AOSWUNI119 I ow-t4a(ri£) quwoduwo RMMSJ015"80 ow&WdV LLOvmlZ MIZIdtI t UWALAIL 'eaMag uopnpm3001 011'saWft uooenM30iN UMlpm vul I.W npU1 MSUW LLOZ UOPMeN VIM Poway PMMMVM PMRMM pow IFPNMM saw am lD sevorm 511M 1111100 33IM am 9LOUM{ L q { aOed Ilelsa uw99D6ddV IMAaddY lonPad sPLlpaelS PUB -Poo Bulpline uo4e11159N RUassaJad T —MM JO WOU I Bdea BP!mld WN YINA w "A ZJATJLFJZI iWasuuoo Meld PLOW (S:dFw9Lit NIBusA8,W0Oi supyMoe MU L MOM FIRM FM =M ISM imrAn ABme9 >IM4e(B1BBB Atau3 uopnwa pnpwd 6 W04POdeN UORINW3:POWN ONN*uOD woo,impuldpostmeop 69PId Owl: A+OOepopn9 LIOL•t99 (LO►) £L49•Bt8 (L4S) w qu u:dugo PngoM9:4011geD pBAO/dOV LtOZ/IZBo MUM() LLOZ/OLldO ad VMueN'W UNI M 011'w1APs UOM" Oil SPAY1 PM WI dale a of uodwoo Slopping MIJ LLOZ UmMAWN IN= PVMM PIPM Agptop!( PUM Imm3wm MRW DOAI am > NB3 111115 IM Van a5 slim usRa U*glglddV ISAOAddY PM-d 91,0M M-p-M Pug sI 6ulpIMB tM t.a d Uo.pgnBBM I-qs-JOid v saw" to uieu4ABdea epuold 'MOea POOMAId 01 PO4DON NIOOIMgODW VA19'Le. ON sass ON tzovowo IUOAIOOH'a1481daueytdWd40d'a(pud"I 4-VCJ uW-V-(3 t 11UMS-11IM-9 2MMWIM MUM MIRruffm7prPUTIM5- umpp5muT5R5m tsPOWPfPV $M TIOM ICI 1 1'�A6L0BB ;fin L6Ji + B ,aaPaW3 lauolssapud oPPOlj Pesuaan e.,o loa114a1V PwaWIBea.ePPolj B wo4 Podad uoI4sW3:pugpW OOMildwoo U»1sAs OuUooa OLD M PBd leloawl uaa'oauewol�laPsan ue ale.Wy saI-.Dov 6uBooa :Alo6ele0grug tM LL£.QW Z4ZL£-3d I. SMz96 (tog) 6uyooa :A1a8PW0 peAalddV KoUt/90 MV91,00 LLOZ✓9'M eLOZISM0 9d'4spn'YJ u"ts '3'd'­ullana }sower lope*MalpuV aul'oous=j GLOZ uolell" MW l p� Fier A T AMoug MIi3 BIOZfZ/F L is t abed Ile;aa u0rX3lIddV IBAoiddV pnpoid spiepw4s pue sepoo 6ulpling ! IBuopsa;oid 9 sseupng;a;ueugtedea 9'Z9•M+ VM wA ON SiDVMM0 '009Z WGA WOU990000DPM1 Z IdaWORM 2RMTIPPM SDI Fm ■IR3 : XMPMzraqmm 1wm0U3 P9MwMold BB Ja PPga Dwuwn psIWlV PwelgOeN BpPMd s Woo 110ft UORMI M3 :pOgPM ewAWWO uwpA9 OuDOON aa10 Ind MAN" uoeP PM mWesommV OFMood :AOOMGD9na Ali U"O'Cupol"Ou"1111Aw1 OMOON:AMOMO Mot-00£(p££) LZWL•3d 949E•94a(.9) '(03VIWAusdwooggM panaddV MMI.at LMU101. LLOUOtiot UOTAIML UNPM0840IM P"M'N AMILIM Uwul"o Aml ICJMM 4 [V Uoodum4L wp'OUL'uOBdum41'A"I LLOZ UWAON IBM BWIOMW 1 pqqw lavlw sry( ommnv3mom ASMWMMf DDw iMA in ougglaw in am vim am IIsR4 uop-llddy IsAoiddV pnpad V VGEed Sp-PUMS pug 9ap0,7 e4pllne uogelnBeN leuaewJad g —long Jo W-4WK ep!iOld VM VIN wA NA ZZO tvzt 2MRD< wwrologREXPMM w0O'xpggeum"M Lte{-to9 (aw) £L499te Uva) PiumuddV LLOZ/LZIOO LLOULOM 1"Mtl90 3d'PMusal•W WOW 0ll'eoWee uolPFpen3031 strun WMS am FOMMV PEMOBVM pommov 1A A 3 In somogww M I1 M11111101 M OM& 1 io L Gould Ilopa-pollddv WAaM y lanpould quallwels Pus Sam MIPI!n8 uogelnBeM RUo!ssB;oLd 8 mum ng;o;ueutwedsp appold aABM VAMVMOG MU s d wow AOU3 uOpenPA3 pnpad e WQ4 VOdea UOP1MeA3:PO4PW wOO aggd wwl ANDRI Me qua MMO lezvow :Answo •w4 dnmp qua -WV Ompons AIU LIM UOPMeN >iiD�lDil BMIIOBx mm am VIN -,k -A -A OZOV IMI, sp-ed W-IS pals penusAP0.Bp1Z. ':Rued w1O19. paS P-4-MeJ oobZ L a T1a�AIII& 3R�+a ifib 1'i'Ai1'ol 0 � 1 #T■ null M PEM UTIMPAUAR 1' " �B ., _ .. �. ... _ .-. .•a, r -- laaul6U311mIMIOAd eppoljPasuaan e w pall4wv PaG4sl6a8 eppolj uwa'sl B wO4 PNOU U0IMnRn3 :POtao 6Puwldwo0 a n suall»wee e w p 4 II �9 MI Could wv :Ao6el I d S POgnS 098o L16 Ms) 64S9400-3dz996-Z11(495) slegngs 14wooWo ponwddV MUM!, BLOU£U04 9IWN1,10 91.0Z/9L/01. 3`d'd-sSAai1 3"d'OPTBUUOe'1 Mdej Po14oE-MIN -010 PUG-WLIS UeaP-W IIV LtaZ uoIsMaa MW RIMM 1IMMUFM 5511MM Wow 3936XWA evveom v MMIM PFM 3531HPIPM UC au 4M valpoiaM 5M 3M MM 3P33 OzU WI. tMLWed ilelea uolleollddv IanoiddV lonPOM spiepuB)S pus sapoo 6ulpling uol;elnBam leuolssa;oid 8 ssaulsng;o luawpodea eppolj WFK*M W .9Zao umll V/N ON ssA ON OSOZ&M P%9WM Wow pwPlld 1%gUQA sOPIN wnurympj 40nbVPSA OOMH OL AUV" 00MVM-£ a 1e11�7a wmm 21111MVIOM 2MRS! less now paq AW5113 PmPOWd wow Posuson e m pw4w paww0ra 9pA% e W 04 VO N UOSOMBA3 W04 M MUM&UOD WPPAS &%OON 41411O11ed WOqul L99L-ni, (t99) zMe-ad WO70OWMI1104MIP us, we imp wpOsseOov OIWOolo :kos" cIng 3d Oupawe5u3 mom) owe-m (408) &VOON :ANI Mao PGA MdV LLOULIM MUM Lwzmt Ltovml7 'mmlN u4DC IGMM I 07d'36010118-1 wlaM' 1MUOP4WID 'OW 4xgmd ISM DPAW LIM uopt"N teary§ FEEM V PXMMWM FMFM 1MPW As PGMNA PRIM DDIMiJ( am am somagaw 1111113 MU T918T M Hap" Boa/D6dWV W Aiddy lonPad 00911. spispus;S Pus sepoo Bulplln8 � I M L mood UO!Wl"wG lsuOlsseJad V SMOM JOW-OliBdsa SPPOW VIN V/N eeA Gen SZOU80160 DDDNQ FIRM ff�vmlpm4 PRIM OOet•oo£ (s££) PBAwddV Ltomm 4MMMI LIWALMI aoTAta/ LOW"OM001 VIM 1»D� I poison A®'INI W am sqpxaw Visa Iced NIPq Majo palm P01 o9eP •s0 w MIL3y Mesa tMM WOA OOPRI-U06011Md 00MV1 t ima leSt*a PmPwyad opmA P@Kwn a p pWRpNDaIgMO5V NPIIO14 s =4POft UOPWIPA3 *&4PM On-Wk-D Minns BWOBH"AO Pad PAW M e e P4l OWwemV MWOU AMID" o4ns we" 6u goose uq pOON :AIOBegeD MV,L-3d 99f£'9pZ(£le) - (OoWVG) Ausdwoo"am POW INAW4=Z UWAWAOAW.L WMOMNWV UOS&WLL 8MVill'uOeAuo4L'A'1 Ltoz uOpM SBWe+PS mmm am IM HIM UWJIDIIddv RAaddV 4*nPad SIOVMI spipuMS pue sepoo Bulglne L p sided uollelnV9M IBUO! DJ01d V sasulsng JO 4USW4'Bdaa elxlold VM VIN wA wA ZZOU19/Lt mmma NANBBB 21I1ifM101S 5fMM mRrmmqmmvqm )M "M swrArp7mm an3gpxmw GPy 1MoswOD PROW MPPMOUWM woo AMelgdlebo/Asp LIBL-L99 uof) £LsaSte U") PSAOMV 1.10VI.& o 11,09140190 LLOMOD 3dAUeN•11 WWAM oll'eopuBs ummma DDI runes USMS am POMM POW= FMFM limm A PLHDa3 Im moulaw 11M in 35,411119 IIIIBG U0MIiddY1IAaddV lonPad 910ZNA sP-pMe p- Sam sums 1 p l odd UOpelnNN 18uq eeJad g sseu!sn8 Jo P-10000 RPpOld UOIALl-,OVA=MLI £ i(m A oI UORMW3 pluPwd e W 04 podeN UOWMPPa :pO4LsM MAndoloo -M -n:AwOq-MV quwodwoo WMOMa:AwGoM W dn4l0 queuodwoo Mmm MU 410Z UggM•d 1 MMq (m i11111115 V/N SOA sal WA MOZIMU paulepi sloued uuolS loel.9 pazlusNeO pwsOFwo ZHAWspuad W JM RelS P-1-100 OOe0 OZ t VR&MU WIFFI e8 2RXIMIT1176 ZIT/ RiFI PO I1 0MVNJO4GQWnN Vow 115 0M SSAroi5MMIM Bi i 6s�7�V _ - eppOlj Pasuaall 9lo I.P.R ,V PWONBGa eppold e w04 Uoda11 1144 A3:Po4PW oPMIALIOD woe' uadd u»s rw O u 1 � !go I1 s us w S:AtoOs rD >e7 R d S qnS bLZ9-ZLL (496) L964•3 G• B ( ) Ld 54S 6 9 458 G n s,49:Alo6e p W0 pa AOIV- L40Z2L/ZL LtW?JI,U80 L4DMV60 LLOZ/90/60 3d'WMezaUal•M Ulpor '3'd'Ir INILL'V 1MRM Jusu!goN wLL '011'spnpa,d uogaap,d lagoi'J LLOZ uo1."8 enol WAa g peLL MS a�Wp1W]( 7�pd a aan'8, p•> auo0 »Tope tBW U6pr.K e—M apt 17a6i1caeP3 M TM lo'7fia'd TPI Ilalaa U01193llddV 19A01ddV pnpoid DU MUL spiepue;S pus sepoo 6ulplmg Lla laOld uolllnSaN leua5sa)old}I ssaulsng;o luawhsdea oppolj VYN YM MA wA 9MCIS D eSPq 4H1,onp- LOW q" me az 6111OL DIM 4ft1U0A eOP&W dos MMON OOM.L f >mgxm 2mmipim 39millf ifs Dow WWR 9111111911RIMMY vRri9ppmmv amoffavimm PeyOu3lBugGOlwd epuold posumn a Ml pggw pw*46mv eW% e Walt Po ft mpwqu3 :po osh mupldwcp WMA018 OuyaON ND JO Pad WOMM ue ass P41 aliowemV OUOOwd :A1,000Pollne aarG4paggaFmO�Auq OgpoN,AMOGM oD9t•00£(f£B) t WEld 996£9aZ(sL9) (00MI)AUNd-o"IM pW4AdV LtOMM LLDULIMI L10UOIML LtDU0LMI, uWas eMPol PsPd-d)UV4sZ Wuwpp40"I pullis"4wV UOdwOU IND) Fq'uOld=U'A'l Llol UORAGN am _ FBIMV 1XMO9M plipm tom/( A' I 3 >a W UBM am IN supolawo wo 111113 Jo AWIN 11135 Ipm uWRDBddV IlAoxMV pnpad Mzwt spuds pue ssPoa BuBAInB t10 t eded UOIWInUlf I-q$";ad'81L9su1 BJO lueugLBdsU Bpi A ODD �1 J�iS PCB 83 r, laau16U3 R-ISssMld ¢puOlj posuasn s to lOo94a,v Pela4s16. aepp-14 e ode uo en a eaux dw uM4 U a n R�3:POVL W II O0 WOO OAwvMMpe`p1eM sWew/Bp9pun :AJo6ep 3gnS 009t-00£ (4££) 4zove3d 449"zq (Lt0 OuuOON :Al000p0 pre ddV L1.07212L LLOTJ0M L40Z/M" Lt0U6F101, '3'd uePA-804-1 Waud8fJggDIZ WE!!ula)q 'Oul'spnPOld OUIPIM9 ONMVl a0z Wlslnaa s a151�i AO$ ) i fl BA A O TP' 1 5 7dFAip?D1(1gW A MW FM ballondwim TM iM isAipa:r 'AM OZDVOVL tto L-Old Ilelaa uolleallddY IenoiddV pnpoid spiepuels pus sepoo Bulpling u0llaln6aN lauolssa;oid g sseulsilg;o;uawlrsdaa Bpuolj VM WIN wA wA MIMI. 1. Mgd,opwuoo PPW geld ok[4 VeONA De MLL Z UBM PM iwf3a'Co mDV mopmalowm AWU3 UOROW3 pnWO{d e =4UodvN UOPgWS •PD%Pg eauMgPOD woo'M4NwWBDrAole aggd=Uj:A1oOqeoqn9 Ltat-Le9(Lof) £Lfa9Le, Ust gwOOdwoo lwnpW:AwONBD peeolddV LI. MTJ80 MUL0100 LtO woo 3d'P$WN'MI weMM 01-VOWUSS UONOMwy 001 SWeI PeMe out &4* quuwodwon Oalppng MU LLoZ UOPMSN Ma ORPOlaw we an vim WOU ) 910z"I. t p t edGa Ilelea uopsallddV WAaddYlnpOAd W-pu s pus sopoo kiml e uogelnBeN leuo!sDalad g ssegeng Jo lUewlLedea epuold V/N IM son sa ON o 0ZI)MUZ{ ld'saISM 04-I--16Wd wnpaW 006AM1 e' at V/N WN ..k oN OZOUL£2l VO'do,43e1-elyOTd 7eH aisle',dmv ".Lis-OOBAM OZ V/N V/N saA ON OZ0T MI. ld'sol-M M.1- (Bold {eld yitls.!dwe9eWS'aMB4S'eWls Alluup0'-Doe Auoxes S 8L V/N V/N wA. ON OZOVI.ML AN'deelepaaH- GI0ok11aU e1BIS'AWMV OpLS'sRS MWnO0-006.Auoxee 9L 'PIe414.116.3 PIO eft V/N WN s.A, ON OZOVI.Ml. V0'.44-S-aIU.,d low '0P18'sAe4S*0S P-IM-Wa1e113 4-1100-OD6 AWMS LL VIN VZN .,k ON 'a B GIU-1d 1014Awn MROM VISIM 209TIRM 2RMM $ p'Oi$ iR■B lit nA�A'mB+16 Aptu3 uopn1sA3 lonpold W B sisal llodaa wNenPA3 :Po4pW eauelldwoo o 'e u a a ro osl I g� PUVUIgoa sal Ou :AJoffe ' n 1.1 OOOa PDq S 0910-459(SOZ) seati '0ll I o9 L609-OB£(40B) 6u o :A1uOs 90 a Po panolddV IMil,ML LlOMMl LLOMI101, »MWM'MA»J wpenlm3 uuopun OWW upon uoslapuV BUUOoa lobe LIOZ uoPMaa WIM P11I wmaww PRIMM RPM 7111TWIM ASUMNp 5 7 a3)srsx saki >7S3 0D9!Osd-BP3 BIOS 9. W'J OZOZ= Z!a L a6ed Ilelaa uopoollddV leAaddV pnpDGd spdepualS pue sal 6ulpling uogelnOeN leuolssa;old :g sseulsne to Plaugiedea BPpolj VIN YIN wA wA MOZIO= Ono* pown BPi3 oost•oo£(r£) PeA WdV LIAM1431. LLOTLLIO& AomlMt UWALML ueRMoe s*.n IN apsam VIM ma eYPq PBIs1OgM yoAF1aPSIwApw o9gs'sO az u uyoouploum B®Aucq 1,0010L9d 99f49pVeM PMud 11 AMPBZ Uw4qu40 A-.L vim IRM uWRO6ddv Ienaddv MPad stowl sPOPURS pue sspoo 6ulpNns 11.1 aOed UOIW11368M 1-019111 1$994-8 Jo p 01,114 deO ONJOld qM 41AWaAAOOH GgMa)•a{o 00M.L. £ Fm l90141Ou3 IOUolweWd SW U POVJwn a JO pe94wV pwaPIAON 11PAW e u014U ft UO"WA3:pCM" eWV1MWD WOWS NPON e4110 told WDgM ueePUuO.9"BN rVIk4pON:Asm6geogns OMpoN:A 58M (ooI1VU A mkuoo "MM Is1npMPfONuoadluoyl ago ael'uOedwoU'A'l UW uO1gAsN VIM son I5 III - sa16u14s (legdse 0PW44 V/N V/N so). ON Zzoz(%/Zt Pue gelS'pe!Bulwel'gM-£ peoloWRl sseloloq!d sel6ul4a MOa 11o4dsV dike L MHMMIa £ IATAA3 TIFITIM 2FLtRRoir1R3 3FRRsl WRIM i'6'iwdA )OO6;HIMM97MET uortup WOR x f1 1 "' F` {. a�. .xlt '� 1•.c c, u d ri ': fl, 4 s. BPuo!d Pa1u 19m Pa414-JVpalo1sI8-NepPOIJ '9 wP d W nM 0 9 au9 p ilea W I 1 a 1 duw0 4 I 3 P 4 W 1 wm' e0 a w L �4 IR se a :A1Ofie 4d p I4S 7R sV WDgnS 4ZZ9-ZLL (456) 99165-3d LLf£-99L (009) u :AmO O OOOa eP0 .Mv 0aj 6wP 61.0MIZL 61,0VI U 610MI.IZt 3d"PI'lnUNW-4or uaulwalNPagOa WSI-WIW dV0 LLOZ uoIs!A.H sniele W— 3M TRMMVM PITIMI $. p�jPh As POMP11eA 980.1lip lisulvua Pe�O3 1-WWWR 116 A eMV FM MUM IM ice. TIM IIBMI UOIW:)llddV IIAOLddV PnPad DmZMm Spiepue;$ pue sepoO BuIPIIng £M £Geod uop InBaN IBuoissa;oid -g sseulsng;o;uawuBdea Bpuold 11 I