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HomeMy WebLinkAbout3076 Lytton Hall Dr1 00M 1 � 0 0 AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifoid Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss 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 Cig. 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 K/WALL or KWWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MWor MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PIED 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 Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Mr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 105-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150-C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA •,gib. .. ,�� ,,.�,.+ .� FOR, A�pES t� C \ 0' co �� ,:�` ; G X Vn�.t-rs11.1t �9S OFZLIIPIR LENN/%ReM 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. 1iV# r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N . Q � 8 Nro fp pppp A p N 9 Ci (0O 0 0 -, O N LL U (M N N C N _ r- # rA . , Cl) 01 N J # W 0 J V. LL J W d e: a ui M W in W LL a a Y Z > In a -o U) mm� 19 W Yfo @ onm m W us ET;7, <o a 0 Ci a M Z N U H J < W M p� Z N O co z � � v — J C] d N c� _ M Z a V � O � N e �N N f6 U °D w ' c U) Q A Y �Q sm � w M M z ; o S Z as E 0 z g Q oa 0 N U g O Z O n3 t d p < G❑ d 2 J n) c mg O s" U 1.0 "m Z '<w Z ,z o� Z ZO U J � o �LLw wW �3 � _ �I � a ;3 za 0 M = cy) OC L C 2 ^1 W co 0 >_> LO M IZ > I� A 1 00 c I� O N T O J N T T 2 L.ln n � L.ri_ rLn CD ,= 0 ui N M o EO h M a co 0 a U � Q JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. C S c c v 54'-0" TYP @ 1 STORY A S3 H.B.+ r I----------- N I w a 2 L LA�- TYP ° J V' �_ i -8'-0" CLG -- ------ - W N U N TILE 4- N I I I I I I S4 @ GARAGE � I `a 15'-02" -L-- - - - -SOP . W I I5,-011 co 1 I 20'-04„ I I I $' OPENING o FAMILY R M oHYU VENT -- ----- � \� R&S 2 CAR GARAGE I VAULT CLG. I , O �\ CARPET 5-SH HANSON BOX 8'-0" CLG. 1 O 1 O I I I I '�'' --0P1'-� N 16" DEEP @ 36" A.F.F. p (V a REF. J 5 PAN RY =W LLU CO v I I Q I I I I I �- - - - - - - -0" - _'- CLG. �� -f I = I I I I o on -- I w EDGE OF SLAB 2" OH co BEYOND WALL I O M I - �.2" 2-16" I X - 20'-04" I I co I I K -a `h 1 . ... C- �1 I 1 1 I I I � I V-4r i I T I 'r S3 1 1 I I I I I I ` 9'-6'CLO 1 I . �ItE-,- 0 I �h< I i� I I 2:12 SLOP 4'-0" CEILING o a- 3 a oo "M 2-6 /X i I II II ENTRY I I- -- - --1 O - - I D I - W.H.APPLIANCE BUILDER TO PROVIDE I I S3 CC I I 8'-0" CLG. PATIO I I Ilh IS3 D.W. -T I LC�4 L ----------- PROTECTION WHENG.T.I o - o CAFE-��'�__ ' I REQUIRED PER FBC - - 0 ----------- E O CLG I _ - r v VAULT. K 00 o ,n CARPET 1„ I 16'-521 8-3' S3 1„ - s„ '-104 6'-8" 6'-6"T 3068 T 4$ iio e, $ -- (3) 2x4 #2 SPF FOYER I "? IT w/ DTT2Z TILE I ' 9'-6" CLG.5'-8' +4'-O"l 0" H _ AT T 4'_--2(i68 111111111177777111 "d I o -4----- B.F. - - - - - - R&S - - - - _ - a - - --- R&S ----- �� w - - R&S TYP @ 1 STORY I ----- ------ Z �'� - s 166 R& � cv A S3 (3) 2x4 #2 SPF 1 w/ DTT2Z 00 co NEAHU W. I C. V V l� I 8-0 CLG. I 4068 B.F. 4068 B.F. ~IU? TYP @ 1 STORY v�� 1OWNER'S CARPET I -a rL 8'-2" 2668 2668 8'-0" 2'-4" 4' 2" 3'-73-q" 8' 03" S3 1 I� b BEDROOM M SUITE ^rN 1 I 8'-0" CLG. _ 5-sH CD 6' DEEP N 11 ( 8'-0" CLG. CARPET _ BEDROOM 2 _ _ cn T, CARPET T LINEN C _- -. - N R o 8'-0" CLG. O N I - D61 B F -T - - ^ CARPET r? A O ----- - n V 60' x36" 0" CL LO N p 6' t 8 11 ^^ Im -- _._ �S.el -r---- - - - Q --I- SHOWER t LSE TI-_ ryn 15'-0 " 4 8 1 5 TILE O 3'-0" �, 10'-4" L 5 `3 10'-5" -I- -- - IBERGLAS - - - I co t: r + - URROUN DPAD TP a .to O O : (FIBERGLASS URROUND N I H.B.( ) TYP @ 1 STORY A S3 25-SH 0 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 11 114 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20 X 381 18 � X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 � X 62 � S.H. 16 20X72 18jX714 S.H. 11-12 271/4X26 26X254 S.H. 1 H3 27 1/4 X 381 26 x 371 S.H. 1 H4 27 j X 50 1 26 x 50 S.H. 1 H5 27 j X 63 26 X 62 1/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X50 36jX50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 38 j 52 } X 37 j S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. 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 a Separate I access. Sepa a e 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE t +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 45 TOTAL AREA 2008 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x 6 CONDITIONED CEILING R-1KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: )/4"=1 r-0" (GARAGE / LIVING) F E S 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. Q E00 0o��po ips�p� � N N � o C u- N n U W _ LL a'�- M Q 0 u- a a N C, W LL N �mLL aaW_Y 0 Z -orn� = W W m o _ O o m m J 'm 0 r- 0 2 Ec' < o � i 0)co CO ¢ O 5 N Q coLLZ i ° L) 0000 W z N O W z Q J N � Oro z � o LL Tr• V C/J y w o a O N �N rL " E � o � � U fD w m E e o g �I = U0 c 0 Q � o . S C::,w coC13 coO 3 Z C >� U_ Q E E ° wo wz a= >a 0® o, z C N¢o g 0 X U <QXz 00 U oz ww It w� mo o H ZQW E N i; W a w ID: °LL Ma z< °3 >M 0 .M! L 0 M > .-. C0 o O m a a 0) r o 0) J N � I.n Ln � r E c O M Ch Z Z E N ID o a3 m CcE a U _j Q to C JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. 1 nay KITCHEN ISLAND in M 0 CV 0 OPT. REF. 0 M KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / MEDICINE q CABINET o0 OZ 02 O N M M M M Co M 0 CV HOOD O M 0 RANGE 0 0 KITCHEN c oc BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL I — TOILET PAPER HOLDER CE 0 N FIN. FLR. SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN g ROD TUB OR SHWR. w BE a SHWR. o • VALVES w o 00 = SOAP ^ - (0 60 o DISH U LO U') o r o C0 M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY - -! MIRROR o 00 �- rt- { f- FLI O O j I i I co , zz U) Ln 0 CL s OWNER'S BATHROOM INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT OWNER'S BATHROOM INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT x 0 BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE7 - CO o -1 CABINETS o 00 00 ' U— = n r ID CO iO � 0 2x r a t? 00 FRAMING o 0 0 _ ' ``' 1 /2" GYP N 4 C V C'? N BOARD FIN. FLR. T FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"= V-0" f;j C,` Ste\ •�, 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 porCD tions of the drawing pages bearing Engineers signature and seal, r W � N (p a O O O m fD N V M (ry N C� N LL 4. n O d J m� JLL - W W M �NCN•�� va vim aaw�Y NQc)Z U � W z N �O�pp z � N z g � Q d N � tt ^^ z � v, O lL W O V � Q O w f- � o U m w m � m E ;.. = o $ i U v�o °� • • Q W M w¢ Z M o� r j z o > e a� Wo Q� o z® co � �o jp U 0 O ao N � ¢o ww L Q p m E U Z z z QI � Q W tq J ¢°° �z U a� =3 ¢Y 2= O Oz CO o� Or v zla o 3 0 M = co CC L < C O N T J T y U-)(0 r T M o Z E O tl U � Q JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. 2 v+ 3 v N d e v x L0 0 0 P; i N x CK c a> v x 0 O J O v v v x rn 3 t"- Q 0 O a E N N O S v N J y LZ Fn E 0 UI y CJ CD •o CL a U' a� LZ N 0 N ui 0 0 CV O N v 0 N W m N 1" x 7" SMOOTH TEXTURED 12 SILL /BAND HEEL --1212 II 15 —5 -------\% J---------- 4'-8" 6-0" T.O.M. = -- - -_ - - - - - - --- - - - - -I --------� HDR HGT. I I --------------- -------- a �. \ e 8 o - - a0 C? 1" x 7" SMOOTH `o TEXTURED SILL / BAND F.FL.----------------------------- ------ 1" x 9" SMOOTH TEXTURED HEAD/BAND 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ©©u lUl x SMOOTH TEXTURED H HEADD /BAND �a El F-1 �E7 1:1 [11 El Ell[ C MENTTIIOUS n FINISH ON C.M.U. [:] E]Lu Typ., --- - ---��� =�L - - - I -------- FRONT ELEVATION - Al SCALE: 1 /4"=V-0" 4' RIDGE VENT 12 --_ = � _�' =� 12 — 5._ --- — — -L - �5 19' RIDGE VENT 1 I - - - - -_ t/ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — lo 2--0" TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) - — — — — — — — — — — — — — — — — — — — — — — ---------------------------------------------------------------------------------------- LEFT ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. ---------- F.FL. 0 00 Zo 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 1T 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 SO, 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. \t0`.11111;illlfll��.�f� f!A<, 111111,1t?1i1��`��`: 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 co CE _ N 0 W 8 N it V 0 0 0 Cl t0 J O N C u7 N u LL C') N r- N co C dMm0 J u LU W u-a s U (n Q 13X N C Ui C, W > �LL a d W 0 le o � C)ma QW mo 10 o 0W _C�AC) u E T � Z O 2 Z a000 W 0 v N O L O O co aD Z � O Q Q� kA z _- V Q) C/i Y W CX � Q -- 0 �N m W F" C Eo m � o U Go w rn '— [2 E ',.. U o c D Q 0- • �Q S m o CD w Z C'J CAM m o Z LL z o O > N Z ffl E V a wz Z ❑a cU � fC — - � 0 _ U o oO a w tt U O � U Z o o CV a� a o a Z o wa & Z a Z z ttw w � Q) i- ao w wE o� O U d O 2 > Z Z�m J a w g m N N a a b � o w� Z Z a� U a Nw W �j 5 ao a � J Y 3 =l0 O cD w j� a i< �3 C 2M = > co di nL' W M ■>_ LO o co co `/ N qwzt r O � o LO N r T J r-Z LO T 1 LO r-r r O CDE E .E co M o Z cc Z E O cc U C FL � Q p JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. 3.1 0 00 T.O.M. CE FINI F.FL. T.O.M. c oc 4' OFFRIDGE VENT —4' OFFRIDGE VEN 12 12 =T --T — 3 TAB SHINGLES. ROOF 16'-7" INSTALLED AS PER MANUF. SPECIFICATIONS EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) -------------------------------------------- REAR ELEVATION 4' RIDGE VENT - Al SCALE: 1 /4"= V-0" 12 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED MENTITIOUS iH ON C.M.U. (NP•) TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) 114. 2'-0" RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R805. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO, IN. OF NET FREE AREA / SO. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. e,`�t�iSllllllf/117//�t �-• •' �S �rLC7•• i ••.� J 0Q4O � • chi J 5� �\ � r% F�" oR O F•E S SRO 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 Engineer's signature and seal. t» W v8 Q OD O Nm cpippt00 N 00 Ci O O M N y J J pNp LL LL 0 N ; A �LLr J at w w u LL a a - M a !n rn M ;CLL w N aairY 13 - Cn moo Wmon'° rcoyg_ �E°_'O' mD <oa0 W IL Z V m o QZ O N °< Z ❑D❑❑ W M � — QNQ p Q z Q — d N U) N _ M m ''z^^ V LL o U a 0 N w c o Ln =:) U m w � E;.. 1CJA S � $ z C)'o CDtffil Q o 14 o � w M M pS Z Z Q Q t0 E 0 �p O Z z f Qo Z oa E Z I— to _ o E N x0 �0, o &% wz i �o _ p "m r O rx Z ZZ v fn J ¢ ° w Z cn $� � go �w W Mill! CID W < a O z a 0 >M ci � ^L1 W co 0 L.n C m r 0 O LO .V >, N T1 2 tro- T Lo r T ai M CD C'M c Z M Z E O a E U � Q p � JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. 3.2 2" 2"*NOTE: VARIES 1'-10" 1 CAP T CAP iv 1" N FOAM TO BE USED ONLY WHEN REQUIRED BY ^ 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS Cl' iv eo COMMUNITY SPECS. IF NOT, _ iv 1'-5' 3/4" RADIUS _ (�a - DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. 1/2" RADIUS 1" 1" iv EDGE OF 1" 4" VARIES MIS SIN 1'-0" �- OPENING _ VARIES 1 0 22 VARIES M 12 VARIES SIN 1 1' 1 1/2" RADIUS T 4 34 , 4'1 MN 2 1/2" RADIUS � T (+71a r� rC0 �c717 VARIES 1 c SIN 3z" 11" 3' BASE CO iv BASE T SIN 3 ,,, ,,, 2 • 2 MIS 1 „ 1, T a a a • " N 4" 1z' *NOTE: VARIES 8 2 3„ FOAM TO BE USED ONLY WHEN a 14 REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2"� i 1 1 -4 1" DETAIL TO BE ZOEBUILT W/ STUCCO. EDGE OF 241 • OPENING=k ' ro O 1-1/2" THICK 1-1/2" THICK 101, <V _ r� 2y 10" x N � c � 0) 81 IN 4" 1 2 N 2" 4" 3„ 6" W W _ I 1-1/2" THICK 32" 21" 4 c - z -Ia 2'-4" 5' 1 5" 5" V-4„ 3" 54" LIN 00 g„ 4 1" 1 VARIES VARIES 1 2 CV U) 22 Cr t • VARIES VARIES 4„ 8" 1" 3211 ��1 Q� - 00 = __ N r iv 00 3. t21 , 6" 4" KEYSTONE F11 b OPTIONAL KEYSTONE F11 OPTIONAL 2 44 `Dv Rg4r 'v 3" +- 2 2 ' 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" ' NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: •FIN. TO HAVE TRADITIONAL LOOK & 14' V-64" 14' 12 2'-1" -4" 154 SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1 12 5 3'-8" 7 - CV 4" 3'-0" 4" 1 " 10" 1'-4" 101, 0 f2" 00 : d' E d in (V 1 �o <V 19 CV 0; o • M ce) 1 " '470" 1 i 2 1„ v NNE GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM COAT) I I • ACRYLIC SAND FINISHEM 0 0 CV O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E Q O V " s co N � OO O a ONN M (O N J W Ij u- 0 �3 M N IL u- J W w LL J 4, d a N 2 N M 5 �C:U- LL W y as (o Z "O(nO Qr Y 0 IX m 0 0 09 O: W a «, C N m 0 r-- m m J 0 o� 0 W Z IL 2 E T rn< M a NQ(N+>Z a < o N �U 0< R J Z ❑❑❑❑ _ W m pp� z N (O zIS z Q � ClLAI M MROM U) N z o _U � 1(3) (V w o � C V1 w r- E o � U i'n w rn � m E O $ = ai _I U 'o • c � o seo o w Mm M 0 ¢ Z Q � J (o E CL O E h z �o oLL wj <ON z ® oa O E N 6 ar o wo 00 oQ az wz 4% L QO m0 3 rp C Z 8¢ �x O oa Z >z Z N J e g y N OL F 82 ZZ go a N W W U = CD Jz w =3 5� � � �¢ aF 0U i CM 0 = >(o L f0 0 .> Ln O > O O m T r 0''. O 0) L.() >% N r r Lo (ro- f T E E c CD C) Z z E Occ M FLU J Q J JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. F1 0 LZ N N N :3 O d O CV O ci S w 0 cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copper to 111111s 1, outlets 00 A MP 200 A1 #12 copper to 20 amp clas #10-2 copper to WH #10-3 copper [o Dryer METERMAIN II 0 or 410 SER Alu 200 amp 150 amp POWER CO. FEED- j INTERSYSTEM lull�#4GROUNDING 4 Bare Cu Ground BONDING O WIRE TERMINATION PER jI WITH CODE APPROVED NEC 14, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station cc alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER � wP WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I Ph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;O EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH 1 CHIMES (OPTIONAL) FE9 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER NMI ELECTRIC PANEL _Mai DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN — ELEV—Al SCALE: %4"=V-0" 0 N O N N O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. .. .. W E �p oo Q 0 O O r- 00 N fi� CD N i* ik LQJ CV N N lL LJL- � C 0 O) 'NO �_j J ik W W LL LL a Q 252 c) z N'6a > a W W 0 . 13Z �(� 0Cr O 1% W = C CV 'more m m O �¢o W Z IL 2 E T ~ N 0 a M Z X o a Q O N U I_J Z °° F 7 r I W z N (D ono z N z C, � z VJ � 4-d U Y o 0 to C V) _o U CD T E o g I �Q • 01 o SI CDw CID M y Z o L z 1 LL =� � >R Z" 14� E '° z oa F� @ x� ao0a 00 Z— o N ww d w0 o <o ms ���oZ C U Z Z .__I m a a° Q W I Z rn N o. o 500 W �p > 0 o- tD W¢ z< a F Ova 2C a = >M ai W m 0 •>y Ln M M .-. CID 2 O N 0) T LO >. N T r .= Lo r T 0 O ai E w c co M o z ca Z E O N cccc U d p C d _5 Q JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. 4 1 J 0 •U J N C� N O S 0 N 0 O d N O N S W m v N ATTIC VENTILATION CALCULATIONS-- Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge 1/300 Rule Off -Ridge (No Upper Ventilators Vent Amt Req.) (Must Provide Upper Ventilators) (Ft.) Amt. - - - -- — Total ATTIC SPACE SQ. FT. ventilation ion I of of vented vensoffit required needed Ventilation Provided Total SQ. SQ. FT.' SQ. IN. of i by Upper IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation vented be provided Ventilation ! Ventilation (See Elev) required soffit by upper needed ventilators Main 23.00000 1.000000 Floor 2008 1928 275 964 69 482 0 — - 483.0 (Zone 1) 345.0 138.0 **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" 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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 45x , �: �trrrr,�;,tttt4 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 `V Q C 0 0 01 # V CM N N C N LL r m at °D O d M m-0 J* W W Nl 7rJy u-LLaa M 04 2 y S W N� a > C1 LL 52 C' aLu Y �0z °' 13 CNco O19=C W E1-- H2cF) <o NQM2 U, _ N N O 5 Sg W Z (V 8 Z O Q Q � d NMAP u_ tJ1 z Uo LL .0 � a O W N E l/1 � o , U 0° W rn .. 0 8 i _ � d U 'o u7 � • � Q r~ Q o O w Cl) ii 3 z z¢ J LL Ov EE w o Z wo Z o Z® oa (6_o QO Z O¢ ww CV w0 ¢� rp Cl)�roZ U O z Z ¢ w Cn `n 3 ¢ 0Z U a. � g� � a w w W K0 �- o k �— w J o cD w� �0 a �t is �3 0 CM = CC M iu nL1 W 0 .M� L0 M L.L .-. Q C s C� m O N T � O Ln ^ .� � N r L. n Y i r r � L.n o N r ai t"7 0 Z E O N `m E O c FLU J Q _J JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. 5 c c d TYP @ 1 STORY A U.N.O. S3 2-6" x 2'-6" x 1'-( W/ (3) #5'S E.W. H.B.Q.. I 3' --"1-- 9 ---__-----�'_ --- ------I— -----� N I I L I 3 I I V(2) I r - - - I �� #5 VERTICAL ■ BARS OPT. D t QPT. V1 TYP @ 1 STORY -3 1/2" SLOPE, I C. U.N.O. in A zo10 I - O qJ � — — — ■ I INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB I I TYP @ ALL PLACES SHOWN I CHASE TO I ISLAND I ' ' I KITCHEN ISLAND I LOW WALLS K S3 BUILDER TO PROVIDE APPLIANCE PROTECTION J I WHEN REQUIRED PER FBC I S3 I HOOKED FTG. DOWELS 5' EMBED 1 I : • EDGE OF SLAB 2" W/ 25 EXT. ABOVE SLAB GRADE 40 I BEYOND WALL 4'-0" STEEL" 25-6 20-6 T-O"I -0" d I r 11110 : x LU STEPS AS REQUIRED I III I I fl L J�1- T-42" 7'-12' (2) #5 VERTICAL CO , K CC CC PER FIELD = I R �IxCONDITIONS PROVIDE 1 Y2" RECESS �Iu�, co I BARS X FOR SGD. REFER TO IIL =J�1 I MASON'S FOR iv I I I r - - �h I' _ \ W.H. S3 I S3 I S3 r-- SLOPE I III III WIDTH II D.W.III I ` { \ I o .: i- / — — — — - S3 C,J _ III --- III- - - \ ■ - o — — -3 1/2" SLOPE o -3 1/2"' I C? I T-18" 4,-8„ I 3-1/2" MIN 3000 PSI CONC. SLAB FO 2'-6"x2-6"x1'-O" W/ (3) #5'S E.W. PROVIDE Y2" x 9" I iv L iv10 — — HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR S3 ■' I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE 4" I MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. T-8" 4'4 I G I 77 riw— A ■ ' bo. 17'-5z' 36-681 TYP @ 1 2'-6"x2-6"x1'-0" I I' I STORY U.N.O. o ( W/ (3) #5'S E.W. M (- — - - - CJ AH _ - CJ - � CJ - - - — CJ - - ■ i / / I 10'-10$„ _ F I HVAC CHASE o BASED ON LOCATION . • • • '• '• '• '• // II II• II � A. (r—\ II I 17-28" 2'_9" 2 _g 2'-11'Il I I. ca I l_ J{ { iv I I H.B+ T-8" 3' 2' TYP @ 1 STORY U.N.O. T-2t;" 1 2' FOUNDATION PLAN MONO - ELEV-Al SCALE: Y4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN If ——� w z w CL 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 cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" fd�f-.f tiro IN 7. X To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q C O N 4k A O m �Nr �, .LLu` 0 -Np -� * W ..�. m W U- LL 4. rL M Q N wm w N mLL ° a O Z Qp,.- ZpY -0 CD O� 0 W D Xmoo � O r CO 0° O 2mq'orn <o�0 LLWAu Z g 0 L �—N O :3�Qc+)Z N z ° 0 1. , 1 ` W M `- z N o - z � N z � Q = J M d N N M W o ll +� n `J � a O wJAML cn c o U m o _ o g � d U o Q n 0 ° o co w M z O Z < U- d E zo g ¢ � Z>Zo Q o 0o zCL o E No & o X, w i w C - E)Nm ao m� O 0¢ z J <w 1 to a a ° 8 z gO w ag W U 3 �o a �k � z �Z 3 OF IIIIIIIIII� CO 101. a 003 0 .2 M = L ai °f Al W � c� .� Ln O Q > CD m = �..i O N r 70� o N r T' •L L o ram- � r O o E M M ce) o Z z E O E U a Q JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. 6 � o i TYP A (2) A CJ CJ LO m CJ1 U U �^ CJ3 I CJ5 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 1 L I° ss I I I I I I I I I I In Tj G M N N AW m m m m m m m kf7 V ti U U V CJ5V I EJ7V (2 X a~o Q C~O a Q �- r a co Q O r i ¢ _ 11 11 11 / 1 / 1 — — r _ __Q rn a (2) X III EJ7V I "I EJ7V EJ7V EJ7V EJ7V o EJ7VA II I 0FG v -P EJ7VA Q H Q ¢ X O II I EJ7VA EJ7V EJ7 �— O ~ a (`' a Q EJ7 ¢ EJ7 II I •r I IEJ7 I I I I "ICJ5 CJ3 L)a CJ U f—f 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 1 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 HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M HD7B * 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 1-112" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 1 10 - 10d SPT22 735 8 - 10d SP2 1 1010 1 605 1 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L 1480 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 (A) OR 2 PLY ;ARRIER 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 ✓ n1 OR CONY LAEDGER� A) INTERSECTIONS. SPLICING Iw TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" ` rlw �N 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. H a � E OD _ N (p op 0 0� CA 0 N J J MN r � LL 1.1 G .... M. N -, ik W � N LL LL (L °• Q N �mLL awam0 z C1 Ir 03 m29 tYmOo W LL 2E, aai B Z rn N o O a N Q O Z F - 0< U ❑❑❑❑ W z N (D z Q � J (7 � N rr m z E p o U. (!= Y c/ 1 w E U O w o I = g$� U o c U) • �Q CD co a w M M z Q ri U- d U OU w zo W z z >ry o® a Q F- — m� ¢a 0O OU O z O E O i K z W O <p az w d p z x E mO Z� Oz Z ",m a > z N 3 Q 0� LLa Z, �w W U oLL = CD a cc) zIa OU 3 0 M = M CC L v c� ,>y Ln N M O Q C o 0 N T z O LO T CV J r- r LO T ^ i Li J r- T-- T O E M CV)Z z E O W a E c0 0 „ w a o JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. 7 i GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� • O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS I 8F44 1 B/1 T 8F40 1 B/1 T 8RF4006/1T 8F321B/1T FORM k GROUT SOLID 777+ O !. W J O /5 BAR CONT. 8F12-1 B/1 T O 'V' LINTEL DETAIL SCALE = N.T.S. III III III MISS TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q 8F16— B/1T U tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cTprecast Mintels = 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. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR MIN. (1) REQ'D 112" CLEAR ALTERNATE POWERS STEEL LINTEL G '1 ° e ° C ° .M.U. #5 REBAR AT TOP e° A ° GROUT MIN. ° 4 1-1/2"CLEAR o ° a 4 ° U) C.M.U. e 5 REBAR AT 0) = U) to w ° BOTTOM OF w � U)Z - LL 4 X�Lu o LINTEL CAVITY o U �O ` , Q OTTOM O Ir U O " REINFORCING PROVIDED IN LINTEL ¢ ¢ C7 Co _ Z LL p 6 D D R tp b #5 REBAR AT BOTTO 1�1° L, AS INDICATED ¢ 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) U) rn a. ° 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 manufacturers 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 l - � 4'-0" LL 5'-4" LL 5-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" r'J Z , ail- ! all, , ( I I To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W IV m r- 0 co a _ O N to W N co Ci 0 0 MNN�NLLLL J d M 0� N �LL J St W Uaa a LL N 25 N C" Z 4 mLL SS LL W V1 cc 0 dLou: Z acn0) Y 0 C'a)9 Imo O: W C N `� m or�� Co m M W 2 E°_'O' �Oa2 Z N o 04 Q O� 9 Z V U H _J ❑❑❑❑ - W Z N 8 Z N i Z Q � — J fh � N EL a V1 M Z =0 U o LL Vi Y U 0 12 V w E U C° w o 2 E 8 J IFs U 'o 4) Of� Q o • Q rn o w M Cl) i 2 o i Z a zo >n z® O d L) oz m'6 F— C _ . 00 , U o Z O N ro a'0 i w o -a a Z it ..0-, i as m g O x U wm 8z Z Z¢ J ¢ ° GW fz rn oa go W ? U < O a ww = k 'oy� w 3 c0 a OUP �7 i¢ 0 cM = > M L a; cc c� .! L0 N O > O Q 0 (0 ca 0 04 O Ln A N T— J T Lo (ro- r T O O ui M:3 Y co fh o Z E O i'i (1) ? cc E a U _J Q p _J JOB NO : 20-1131 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. T GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SP AS 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. S 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 5/EMS 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 DOWNWARD T THE TOP F THE GUARDRAIL OF 100 PLF APPLIED VERTICALLY0 D A E 0 0 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD, 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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 = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed within V-0" of the building side wall. P Y 9 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC R R318.1.5 ncrete overpo r and mortar along the foundation perimeter must be removed before exterior soi� treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ET T C ARE O BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. �• d r UA rj 04 4,j -ZZ , / (,' ` E S 5\0 1,111' 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. rA W Q W N 05 o � � O O O c: (O N J O Y C-) dl tit 5-LL u-2� LLaa u/ C,), S W y a Z > .M u_ 52 a rL Y v 63 X � (Cc (L)� m o W 0 'm o r-- LL N Q co Z 13 Z O L) ❑❑❑❑ W V M � M N z 0 z (D z o QJ M lZ N t,n M z = 0 � (0 LL 1J fa W K OW V) U on � W 1 m E U o °� • Q o s o C.0 w Cl) ¢ Z Z Q U_ a EI o Io Wo z >o ZN p a _ C:)&z o i Z N N i wo <o aZ ¢w p z win m� O O 'aw ZZ, QJ Cn J �m ZZ a�i LL Z Z a NZ WCL T v < g N& = r W3 JC o CD w� �O a OOP � z< °M = M N � ^L1 W m U 0> LO 0 i^1 Q C o > Q m O N T t: Lit N r T 2 � � r r O .. ai E cco M o Z @ Z :3N E 10 m c o Ecc 0 U -o ¢ p c JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O 0 5'-0" a - STUB -OUT FOR 11-0" o o GAS METER O o � U 9 ~O 04 = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE Rir)r,F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) + + 6'-0" + 6'-0" + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + (O + + + + + + + + + . + + + + ++ + + + —+++ + cri BRIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 1140 MPH (utt) 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB ,—, v ou 1`1111U OF-IMI' 1 rlr\rw Iw v %JA. wUF-O a + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 net wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL CO w CONT. #5 STD. 900 BAR HOOK STD. 90' HOOK BOND BEAM SIMPSC w/(22)' NAILS 1 CONT. #5 BAR #5 CONT. 5/8"D THRU BOLT FROM FOUNDATION TO HIGHEST ��=Z•P►1�7:3�1�I v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO � > 4 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 SIMPSC w/ (22) - NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. # OF 2nd FLOOR Solid block all posts from LOCATION OF above to bearing below. STUDS SECOND H10A SECTION @ INT. BRG. WALL �=:-• ° (WHEN �' `' SIMPSON H10A ' DOUBLE JOIST CONSTRUCTION ° N.T.S. `� ::: w/ (18)10d x 1 1/2" REQUIRED) (Not required if both loaded equally from above) NAILS fi Filler blocking ; ' / i 1/8" min. } Small gap 2" min. UPLIFT =1015# 2" max. 4" max. � Web Stiffener Fastener Schedule - _ _ 1/8" gap TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Joist Bearing Location ocation r _Series Depth End I Intermediate ® 9-1/2" 2-8d_1 2-8d - INSTALLATION INSTALLATION � T BCI 5000s 11-7/8" 2-8d 3-8d Clinch nails 14"4-2-8d 8d 9-1/2" 2-8d 2-8d- when `� ✓�� ',BCI6000se 11-7/8"' 2-8d�3-8d possible \/\ IBCI 6500s®, 14" 2-8d 5-8d 4" MIN. EMBEDMENT 16" 2-8d6-8d SEE SCHEDULE FOR 1) Support back of web during nailing to prevent damage to --I 11-7/8" 24d_ 3-8d oo SIZE AND QUANTITY web -flange connection. �� - rBCI 60s® 14" 2-8d 5-8d o OF FASTENERS 2) Block solid between joists for full length of span. Tight fit - ,16" 2-8d 6-8d 6 0 6 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. \ 11 7/8"_ 3-16d 3-16d 6 6 0 6 2x4/Plywood/OSB web stiffener -' 2" min. BCI 90so 14' ! 5-1_6d ' 5-16d 6 6 6 0 6 0 4) Place joists together and nail from each side with 2 rows of 10d nails 4. required when indicated or max. 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads hi her 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 at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. � Load bearing walls Provide adequate bearing for each lapped joist. Squash block) 10d nails SECTION @ INT. BRG. WALL 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam 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 9 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing 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." Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration.- 6" A 1Y2"6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" 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 %" 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. N.T.S. Joist hanger TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I I I I I I — Nail with 10-10d nails. - — I— — Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• .. • ; . FOUNDATION INFO ' a G STEM FOUNDATION 0 TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION - 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE GRADE TOP (2) #5's x 4'-0" Filler block. REINF. SEE PLAN CENETERED @PIPE Nail with PENETRATION PLUMBING LINE 10-1 d nails. 0 na s /F Backer block required where top- mount hanger load exceeds 250 lbs.��_ ca: a Install tight to to flange. N - 1/4"-2" gap- -Z Backer Block J "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist \depth I -JOISTS BUCKETS N.T.S. / A/C CHASE 4" PVC— (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. z\A •a �. SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE ' 4 d .d • d �' ° av G a ° — a q a � A ' a 11J rs-fi rr Q SEE FND. PLN. SIZE & REINF. \ O < (J�4` I 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. Q 8 �p N�fppp°p.0 N it ti CO . 0 (ry N C r N ; Z N rj LL * m O Vj rn N M uj W0 z ❑ ° 9 min❑� W m o � c� �ET0) m 0 �❑ate Z LLW rn < N o NQcn2 d' ❑ rn U OF z ° D011O W z N O z o � Q J fh d N �_z �C' � s 'l f6 w n` G) w N c E o — U fD w 8 :° $ I U o Q o • C-:,�w � M h Q �1 Z Z L.L.=o Q E O ? >o oa CIOU ao u� I E M K V % D OU &< Z ww t wo <o �� f U Nat mro o °z Z Z f Q W gZ 8 g° W `0 �z =� � w J o w� A a x �3 yM co � N T ^L1 W m Ln .! O > mcc C� ^C1 o Lo Lo 0 r T m �• : M fh 0 o Z M z E Q y m FL E U � a Q c JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. SN 1 0 0 0 W 0 0 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH 5 „ „ „@ @ (U.N.O.) (OR 8 GYP. TYPE X BLOCKING 12 O.C. w/ (2)12d TOE NAILS BLOCKING 12 O.C. w/ 2 12d TOE NAILS .) (OR %" GYP. TYPE @ () @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM O ABOVE SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. - J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING (ALT: 1/2"xl2" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". 2"x3/16" PLATE WASHER (TJAND 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4 O.C. @BOUNDARIES, 6 O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANNSULATION PER CHART ON FLOOR PLAN @ 24 O.C.) "SIMILAR 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" 0/C & @ 6 MAX FROM END OF 2 x PLATE SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS AT FOUNDATION IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) r `' `' 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATIO REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH ELEV. 0'-0" OL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL x 6 W1.4 x W1.4 , ° PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II ° ° ° A.F.F. O.C.) 2„ WWF OR FIBERMESH ATTACHMENTS -6 WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. _°° _ o - I I I I °' ° I- I� - I I I I '- I I P • r ' ° ° ° ° ° ° a ° ° ° ° ° ° ° ° ° a ° 4 °° ° a ELEV. -0'-3112" o A.F.F. p • > _ N. o REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. -I I' - I I I �II - I -I I I I AIL I 14 ° ° ° ° ° 2x4 CONT. ° ° ° ° ° ° ° ° ° LL N -T _ o ° .: ° I I�11'31/2 ° • IIlll- T I „ o ° . j ° I - 3 1/2' (min.)- 4 t ° •' � 12 HURRICANE ANCHOR @ EACH I I 11 I I I I ° ° a a a GARAGE DEPTH VARIES ° 31/2" min. -4" JAI ( 31/2" m n. 4" =1I - ( ) - T (TYP.) TRUSS (SEE UPLIFT SCHED.) W/ 8 I =1 I i ° T I I I I��I _ =1 I VARIES METAL PL. UNDER EA. TRUSS ° d ° ° ° g '�- - - I I I I -I 11) I �I III I -I III ' I ' ° TTT TTs #5 CONT. "' #5 CONT. -� MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) 4„ �;;, 8„ (2) 4„ I INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALL C U.N.O. • TYPICAL BEARING WALL @ STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1-0" „ S3 SCALE: 3/4 -1-0' S3 "SHEAR WALL" SCALE: 3/4"=l'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP pN�\NUpUs l STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e cs _�0 GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ % O.C. SHEETSOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C \ \o N1`\NJO 5 1 ROW 2x BLOCKING MID HGT. () @ CEILING & 8" O.C. WALLS LOAD BEARING OR EXTERIOR WALL 8" C.M.U. INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT / \ FOR WALL HGT. <_ 8'-6". (2) ROWS NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS () @ APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE PLAN lx2 P.T. HORIZONTAL SEE CCiS3 OR N G/S3 FOR ANCHOR „° , , „° LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5l8 x 10AJ" BOLT @ 24 O/C W! 2 X 3/16 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ( IF NO UP LIFT ON WALL SEE GG/S3) @ 24" O.C. VERT. OR 5/8" x 6"EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR #, MIN. TENSION 2600# ) *SIMPSON SP1 V TAPCONS SPACED EVENLY SPACED 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING � SPACE ANCHOR BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 w/ (10) 10d NAILS C 2x P.T. PLATE FIBERMESH ^ WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH d , ARCHITECTURAL TYP. ASSUMED FINISHED c PER MFR INSTRUCTIONS 0 #3 OR #4 REINFORCING BAR o N p ° ° z D FINISH GRADE °O _ 1J-J1- I ° D I � I:Lu �= o C FINISH lx2 PT WD FURRING @ 24 O.C. ' = GRADE #3 & #4 LAP SPLICE GRADE 60 MIN. Fy- 60ksi [ y- ] 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL ° FOOTING MONO SHOWN o z > - o °' 25" MIN. LAP [30" MIN. LAP] a w I- 1-III= I _ I-�- I ',� ' ° • U.N.O. o � � oo p ° � w �I - -III-1 _ FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY ° D o o =III=III=I EI I I=III=I , 6 MIL VAPOR BARRIER °. _ r z #5 REINFORCING BAR R 1 7/8" ' -_ -1 1- I�� III III ICI 1x4 P.T. BASE NAILER p D ° ° 1=III= 1=III=III=1 I= z _ _ _ N ' - '- 2 #5 LAP SPLICE _ _ 2 #5 CONT. - - = ( ) I I 4"x4" INSPECTION D =III= NOTE: =III=III= =� " -`� " r�' ON 3"CHAIRS 31/4 BASEBOARD PORT AT EACH * g III= FOR BEARING WALL =III-III=III-III- I= I= I -i T(�'P') COMP. SOIL. (COMPACTED TO - ° 36" MIN. LAP [36" MIN. LAP] 8" 1'-4" 8" FILLED CELL TYPICAL =I W/UPLIFT ONLY _ _ _ _ _ _ _ _ _ = =I _ _ _ _ 95% MODIFIED PROCTOR ASTM I - _ Ev, 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR _ _ III=1 I=111=III=1=111=III=III=III=III=1 1=III=1=1=1=1 -III, li II II 11 I II I II II I Ill II 1 III _ - i- II D1557) - 4" 1'4^ #6 REINFORCING ...BA#5 STD. 90 HC10K MUNICIPALITY. TO CUT BLOCK OR POUR iI II II II II 111 11 l lI II II it=' #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE -i - CONCRETE SLAB W/6X6 NOTE: EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG W1.4XW1.4 WWF OR _FIBERMESH' - DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 •E SLAB INFORMATION. SLAB INFORMATION. cV °o 1 Z � 2 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 WlA x W1.4 ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR -I - z min.) 4' 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER D :l D • i N a a a 'v GRADE AT 24" O.C. MAX. CONNECTION INFO ° COMP. SOIL. ° '- oO = - - - �� TOP OF BEAM &LAYOUT DESIGN o o .. - COMPACTED TO 95% r T (1) #5 REBAR w/OPT. SEE ROOF PLAN a : ° ° MODIFIED PROCTOR I - - IE=I I SQ Est If�FNCLOSURE (2) HTS20 FOR STRUCTURAL - r z "' c ASTM D1557) -I BEAM SIZE & _E (2) #5 REBAR CONT. 3 MIN. CLR. 1'4' (1 STORY) I CONNECTION INFO ` _ I r, ° • • ON 3" CHAIRS TYP. 1'-8" 2 STORY 4' ( ) STD. 90 HOOK (SEE DETAIL) MIN' 0 2x4 P.T. I -I U.N.O. 6 PLATE I 2x4 #2 SYP P.T. FRAMING w/ W11 - TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L o.s.e. O.& „ MIN CH O.S.B. SHEATHING Z ATTACHED PER NAILING SEE A/S3/J/S6 �� 8 FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 E w 0 SCHEDULE ¢ OPTION #1 1/2" GYP. BD. COLUMN LOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w 6x6 P.T. #2 SYP � SLAB INFORMATION. „ HOLD FROM SLAB LU ABU66 SLAB STEP & RECESS S.G.D. rM 01_01, CONT_zi. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND .. • ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • •.: INTERIOR 2X STUDS @ 24" O.C. U.N.O. DETAIL /D FOR SECURE 2x4 P.T. BTM. PLATE » PAVERS /DRIVEWAY EXPANSION JOINT ^ ° ° 31/2" " O PORCH SILL COLUMN w/ 1/4 x3 TAPCONS AT 8' MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS .� A v GARAGE E ATTACHMENTS & 18/D1 .I O.C. PAD FOOTING PAVERS N T CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN ^ 8 MASONRY WALL ^ EXTEND FILL CELLS �' EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. °� TO FOUNDATION PAD E • ° • • �''' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. - "� "' '' I PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN �r _ _ •:. •. • a. • • ° - _ - =r��-I •:. . °. z oo (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB CONT. BEAD SEALANT E co w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR oo GRADE a - - - - -_ - - a _ a - - •- 4� I-_ I -I :: ; . ' ' • - ;- ^ ae 6 x 6 W1.4 x WII A cat SIZE AND REINFORCEMENT) C7 ;III=III ° ° • = = =III -I' ': •• IITTir •'• .... -1T I I '•% • -I - I c '- WWF OR FIBERMESH T M Z � w o w F=1 I1- = -III-III= W I-1 =1 =1 z ...: '. _E - - - N BRICK PAVERS or SLAB PER cLU U) p o 0 • a� ) - ° a -_ -_-_ M Z •:- SEE A/S3 OR J/S6 i II FOR REINF. INFO. •: : SEE A/S3 OR J/S6 - I ,� I FOR REINF. INFO. I I 13" - - co 6 MIL VAPOR T BARRIER - -_ - _ _- - -_- - - _ r I �r 0'-0"FIN. FLR. COMMUNITY SPECS U) ° - ¢ I = =III=III=III=III =1 11= --- w -I 1 I 11-III-)=1-I 1-1 I 1=1 11; ' FOOTING 3"MIN. CLEARANCE MIN. CLEARANCE - I - - -LIB-- =III- -III-III -III-III- BEYOND 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) ILf - IL � � _ ' � • •'' ': ''.' :. PAD REINFORCEMENT - I-III=i -"' 3 MIN. CLEARANCE " 1' 8" (2 STOR) 1'-8" (2 ST RY) „ „ 4 4 y :: •:. �• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH _J�SEE • .' • • ' ,�. CONC. PAD INFO. SCHEDULE GARAGE DOOR SLAB RECESS ri GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=l'-0" S3 SCALE: 3/4"= P-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. G ,vWN sE ,IF '•. j�•'I�1lIlIIt1t1C�\ 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. a� E co �- 8 N 00 .4 N J J o r C'V 00 @ 0 : CCO w M N y M S W N j a >.0 U_ Z ��°52 a a Y ' 0wo W «2o mm�o r- Q Q O rn N Q(oZ ILo _ 5 O J d Z U ❑❑❑❑ W _ M 8� z g M tl N M R N z � o � l u_ T .12 • 'E'� n V `- _ 0 w c o o m Uc) /f . � � o ul• VV U o • or W Cl) N3 z a E Z® Q w0 ❑ a Z o o ti ao �o - wW L ¢ a � , ❑ N m 0 z z Q) U) m a • Q W g Z C, z w w W a 3 <M a r o f w< CIF ;a Mj CU 0 .CC N = >M ^L' W nr Li i 0 > Q C (.0 In = N T O /�/1 �„{) T � i Ln L• y � (rer T ai M O o Ch M o Z Z y E O M a E v _j ¢ o JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. S3 (MONO) i o: v v CD rM 0 LO N a a R 0 0 J 0 i i a N 0 0 a E E 0 x v d 2 i 'o i a tZ 0 0 a 0 CV N S W 0 Ei 9 N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT 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)12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EXTERIOR FACE OF BLOCK EVENLY EVENLY WALL IS 1 1/2" MAXIMUM 12 �Np) SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" Ct TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR *;OCKING CHEDULE) E 2x4 SPF. #2 ATE 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/ (3)10d TOENAILS T&B AS REQ'D x @MID POINT EVERY OTHER STUD W/ (3)10d NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT D SL� SCALE: N.T.S. 14� KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 a 11 c a a a 811 STD. WHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1D FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J c T I.I.I T > 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. a a e 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. S�Fp OU �N 2x CRIPPLES @ --i 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 =ULL 8x8x16 BLOCK DOOR OPENING --C. 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 ✓VWlA 1IAl %,r\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. z SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIM S'ON SP2 w/ (12)10d NAIL AT EACH STUD RUSS BOTTOM CHORD OR 2x4 FBLOCKINGW/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD z n¢ 2x TOP PLATE \\!2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. IN KO BLOCK AT EA. STUD MAIN SPAN PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 E SPLICE NAILS TOTAL) EA. SIDE OF . ' 48,SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TON PLATE NOTE: 11-11 PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. If /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS a is a a SIMPSON SP4 ---i O INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS LINTEL SIMPSON SP4 SIMPSC SP4 Eva, NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON RECESS SIMPSON MPSON SP4 LINTEL 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) ° a • HTT5 w/ (26) 10d NAILS (4670# SPF) e ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 2112" 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 C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A,T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE: NTS SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 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 @ 2'-0" O.C. MASONRY WALL STAGGERED 4 q 10d NAILS @ 6" O.C. rill, I .11W161 kq 1 -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. i 'c1 �1lf�F �. �..�. r• v 1. O r IQ U FcSS�O \\\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. op r aaO�� 8 pip ey , 0 th 9LL.- 'i LL a a 0 N N M Qad 0 W a (L 0 11 zoo Z vcn 0 4� 8 W .5 0 1 ` a�¢ o W 2E rn Z IL �oai Q O NQchZ U H Z U ❑ CIE] ❑ z N N z � � z Q o � N N^' al .2Q) V LL (D_ V a O ,—, V) o Ln �(Z � o U 00 .L rn r o 8 _® U s Q OM S m M w CM°7 y o Z Q E ZO yN Zo z® Q. E � w0 � aUK oa C % U 0 oz Z o E N p< a� ao <o �Z �� wo cx m s'z Cn NU a Z F >Z v� zN z a. o p LL Z 5 ° a m w W T „� < O a� r w CIS �O o co rY w 0. a 3 0 M = 124 co L. 6 W 0 .! Ln C m co V O 04 T C)J Ltn �' 04 'r— Ln T n I Lo � Ln r .= O m E w CV)o = z M z N E O tl E .o 6 U Q J JOB NO : 20-1131 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & ( 1 /4 x2 3/4 TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) () Od x NAILING SCHEDULE FOR 2"x4" 10d x 1 K R EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H1OA w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10 1 12" T E @ 24" O.C. NAILING SCHEDULE FOR OU I LOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± I 24" TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)EN TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) ■ 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT 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 @ BLOCKING J ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7OSB 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED 1 UP,THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 Od NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD W/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) • O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" 4" O/C SPACED @ INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w! (2 518"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/ 3l16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H1 OA w/ (18) BACKNAIL W/ (2)16d NAILS SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES d x A A. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF APPROX. 8" FROM SHEATHING TYP. FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (2)1Od & (2) 1Od EACH JOINT W/ (2) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 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/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 10dx3" @ 4" 0/C HGAIOKT w/ (4) 1/4"xl 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"0" 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 1 Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR CO co NOTES AND NAILING TOP CORD X-BRACING, AND TOP r N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING - 00 °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION `° OF TRUSSES @ 111,2 11 „. 2"x4" CROSS BRACE 24" MAX. EDGES OF - WOOD TRUSSES 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 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" -16d FI 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST ROWS OF W/ 1Od 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 2x4 BLOCKING @ 24" O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL NOTES: (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & BOTTOM ATTACHED JACK TRUSS SEE PLAN FOR TOENAILS @ EA. END 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T' TOP PANEL \ ` OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) N WITH BLOCKING, FASTEN 2x4 BLOCKING W/ ;. 1 Odx3" @ 4" O/C (2)12d TOENAILS 1 EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION r COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF _ NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION ("'9` SEE TYP. WALL SECTION FOR SCALE: 3/4"= V4, S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT 1INIMUM 2x OVERLAP TRUSS BRACING ;ROBS BRACING PRE-ENGINEERED 6" OVERLAP SEE PLAN FOR WOOD TRUSSES AT LEAST TWO TRUSS SPACES OCATIONS 1Odx3" O/C 2"x4" 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 J SCALE: N.T.S. S5 12 6.9 1 MAX. 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/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 GABLE END BRACING DETAIL CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. '\ S5 I'L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3) 10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 n 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB --I SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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 HGA10KT w/ (4) 1/4"x1 1/2" SDS__ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o Ir CORNERJACK C7 Y n. UQ 2 � w z Ir 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'4' O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION • fr- . T ` ; ~ Yam` �0 �: • sit 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. .. .. 8 N toit Q CNN r- �� N 0 y d M�� 5 y fh z 0, W W 7 aa:Y mmo W y29 mod`° E d�ao o a Z LLW 0 'ITN Z NQM J Q O M z 000❑ W — z C4 8 N (D z � N z Q d N CO ,� - +--J (� •� C/) f w o o a .W V) — w c o Cn A 2 U m = o U 9� • �0 c Q o M tO o 1w M M y 01 Z i J LA_ a E i o �g z0 y N Z® Z Q E U u I o E O �a ao 'O 0� XZ N a0 < wZ rr � CY a m0 O¢ Z J m < ¢w gn rn Cn N > 2i �" OO2 LL Za <5U u w Wa a 3� oa � Z¢ OUP >M L rn N n1 W m ■� LO O Q O ^ oCD /I 00 = 0 04 O J Li i T LC) (0 LO T T O E Ec M CM Z z E o d E 0 U 0 w io Q = -� JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. S5 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 � 1/2" DRYWALL DOOR JAMB REFERV"2 UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CON MAX 8„ PROPER INSTALLATION � DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 1x4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"� FURRING (2) ROWS 3/16 x 3-1/2 #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCONS TAPCON @ 16" O.C. &TAPCON. INTO STAGGERED @ 16"1x8 (TYP) ` ' P.T. FROM EACH END w/M. BLOCK@ SPACING " O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH 2x BAND PER MANUFACTURE MASONRY THROUGH 1-1 /21' DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL `STD. 90° HOOK (TYP.) STD. 90^ ` Ij JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED 12" O.C. @ FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL LAP SHEATHING TO EACH END W/ MIN TO PRODUCT DOOR JAMB (REFER i 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16 BOTTOM OF BAND TO PRODUCT j x 2" TAPCON @ 16" 1x4 JOIST TYPICAL APPROVAL FOR CONN. J (2) ROWS 3/16 x 3-1/2" O.C. & 4" FROM EACH FURRING i — TAPCON @ 16" O.C. & END w/MIN. 2"EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2„ NOTC F� FIRST COURSE ` SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 GA SDS SCREWS S REW 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & 3/4" TITEN 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ±5" FIRST 2 COURSES ` INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC PR FOUNDATIOFILLEDCELLPE 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 3 1/4" TAPCON ( 1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT • � 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS • 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 W/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 D174GONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. • • ` ; SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOJ\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) ( ) ` DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2) 10d NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ x V 0 ERy TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. + �F �GrH 1 r-Orr 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. + + + + Alf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° '� WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > ► ' ► EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT e, , • ►: #5 BAR _1/4'MAX 2 0„ 8" t TRUSS + SOFFIT + �. ► •' '.'► 1-0 • P. BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON () + p • ► e . CENTERED W/ g 9 K _ IN TOP BLKG. &BUCK 2X6 TO 2X4 2X4 SYP • . • ► ° 9 1 X 4 FURRING 8d NAILS EACH TRUSS _ ► . . KNOCKOUT / • ° CHAIR BLOCK - e 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2)10d ( CONNECTOR °,� ° d PROVIDE 2 x 8 DIAG. BRACE BTWN-,PROVIDE NAILS AT EA. END (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING - ► e -- •°. e. VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 ° CLEAN FILL :► e. 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT ? z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL e•'. °ffTANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > HOOK N #5 BAR IN I TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'Y2" 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 BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ►; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �� •�'�'�'�'`�' ��' ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) g OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_0 EPDXY MIN. 6"EMBEDMENT & 0 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 . \ LL w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° xp o c� A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL _j w CL REINFORCING AS FOLLOWS:.54� SEALANT _ Mutt ;� < aPLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. Pp g #5 E BE x6 M DDED INTO PRESS PANEL REINFORCING INTO PLACE. v z 6" MIN. LAP SPLICE W/ p p EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I� can FILLED CELL SMOOTH. DO NO FURROW. N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE p. C SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: CV M REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T • p ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT e ° 4" SAW CUT SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ p (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 L16"MIN. COVER EA. WAY -A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j 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. �y •.. car` o c; 0�' rL 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. F o v 8 ro m 00 N tp p V Q V O O O M N N N J J 'n N LL G � Cl) O � LL J # w W L,L � LL LJi. a a N a Z �m N >mLL w aI W 22omoo 0 CCj m m O W O r � E F rn � o a� z z NQccoz< 2LL � W O U U ❑OO❑ z N O z o � M M N Al _ z U o V/ LL (� w g n °� Q - 2 0 N w r- E a � � w m c T 8 U o Q o ° see o w C13 o 3 z a _j L.L. zo zo as co 0- � �� E w= �® oa Z C o N �� s� az Wo �O z wz o g? 60 sU 2LL ZCn �Z C sl <� 8< �g o nw W > U <o o� k w = �� o vJ w` �< a °� 0 121) M = L.L ui ^L1 W -y L / CM 0 inI— co 2 � O N >+ p L' °� CV T U J LO O o ai E M C'7 N p z Z E m E a a v _j o JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. SS 3 v LO a> Ln M 0 J i 0 i Q v 0 0 J 0 i z -Z 6 0 O d E N E O S v J N 0 U `v U y 0 n 0 A> r N N N :r 0 a 0 0 0 W 0 N CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE YBE 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 PACED 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 rrr c-rvvL r rrwvv rr��.> TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. r WOOD TRUSS -� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „k 2x8 #2 SPF RIDGE BEAM 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 a@ INTERIOR BEARING r3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZ[ & ADDITIONAL INF( SCALE: NTS (2) 2x8 #2 SYP wr 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 BEAM a� RAISED ENTRY MASONRY WALL 4 SCALE: NTS SEE PAN L. iIMPSON HUC410 w/ (14) FOR CANT. 6d INTO HEADER & (6) Old INTO BEAM - SEE tOOF PLAN FOR MORE VFO 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 SCHEDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" r� COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" jR BM. SPLICE OVER �� CENTER OF POST MIDDLE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ 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. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" AG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR AG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) AG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF r9 SCALE: NTS 0 VARIES 2x STUDS @ 16" O.C. X ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. AT INFO.VALLEY TRUSS NAILS (1 BASE &NAILS ATSIMPSON SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d I A �/L 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 PLATE & (2) 12d END MIN. (2) 2x4 i FOR CONNECTION SP1 w/ 00) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS ` ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. 1 STUD) TRUSS SHEATHING ATTACHED 11 PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN 2x4 BASE PLATE W/ NAILS 16" O.C. ALONG W/ VARIES W/ FOR WALL LOCATION SIMPSON LSTA30 w/ 1/2" PLYWOOD @ ROOF SLOPE yln 2 16d NAILS TO �. , SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR O _�- 1 1/2 NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON r s " BELOW @ 16" O.C. WOOD WALL - TRUSS/ FRAMING �= OR TRUSS. 2X4 CONT. W/ 2 MIN. 2x4 #2 SPF STUDS (14) 10d x 1 1!2 NAILS f , O TYP TOP &BOTTOM � / r> SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER y >�> z> zT T_e z NAILS EACH n SHEATHING ATTACHED BELOW 16 O.C. 1 iV 7 P STUD TYP. T&B ER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO O @ - PLYWOOD TRUSS OR SEE PLAN FOR PLATE BELOW - °° H-0" O.C.w/ 9 10d x 1 1/2 NAILS MASONRY WALL a 4'-0" O.TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, " X (24) 10d x 1 1/2 NAILS @ 4 -0 O.C. - - - - -- MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN ( ) EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ 16 S H EAR T RAN S F E R INFO. SECTION a@ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION ENTRY 8 CONNECTION r22�'�SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS &SECTIONS i . k�\R1,tlflJj/I IF O F E S 110\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. N H E � co oo o Q O C U (o pippp 00 N N it U OM N (V WC#10 m Ui ui _j Q mu- 13 in co - a1 0 2 � C N 2 O LLWE°�'° �o 2 U JQHz< z ❑❑❑❑ W 0 z N 8 � N z o Q o z o � �N 1N r C!% Y C6 a 0 U Q t` 'P'�• O E2 w V)c E N 0 --� U 00 m w rn F- m E 0 8 p'..... w i,- _ U o Qao tm Jz M J h a ¢ z z ' L. L z o oz N 0o cl c "'z O z® oa 00 F_ ,^ o EI �� po a° U a z Z N '� �_.. - wo mw mi a o z m Q0 �xZ .o I zC/3., (n C a� �z Z Cn p Q O U Q - � w W 0 a� Jy _ J o o wa la r< o a= v z ° 3 C M = >M L a� f0 .! Ln N O .-. C)^ Q o CD /I 00 M r 0 No LO �' i LC) r Lo r-r r O o ai CM � M o Z c z E O cc a °' v Q o _ JOB NO : 20-1131 SCALE : AS NOTED SHEET NO. D 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 0.3 in: 12.0 in BARRIER WOOD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -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 flashing as described in Section R703.4. Awater-resistive barrier is described as a material behind an exterior wall covering that is intended to a OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN SELF -ADHERED FLASHING resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering WALL BY 6 IN. UP JAMB L 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 �asseMeeowi"oawr � OR EQUAL WEATHER PROOF CAULKING z 3 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and O WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. RESISITIVE z BARRIER SEAL TOPS OF JOISTS � 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 WP07) 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 INSTRUxTIONS: (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 71 BE USED. flashing and seal with tape 2 2 O installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) Scale: NTS intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 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 110L EXTERIOR DOOR WITH DECK - SECTION A Is$ CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco b an intervening, substantial) nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER p p p y g� y 9 y 9 drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity ,r ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING 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 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the buildingwall with a sealant complyingwith AAMA 800 or ASTM C920 Class REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 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 ° ° SELF -ADHERED FLASHING of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: (BEFORE FOLDING, SCORE SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE VERTICALLY FROM A 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 VERTIC BOTTOM OF or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall ' THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: z 3 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SECTION -A (SEE DETAIL WP02) 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 O 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 2 _ _ drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. SELF -ADHERED FLASHING 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE" 1 4 1.3. In accordance with other approved methods. O c 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. DO NOT FLASH OVER 2 SEAL TOPS KI JOISTS 1 6 2. At the intersection of chimneys or other mason construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM NAILING $ UNDER DECKING y masonry P J 9 p FLANGE (SEE DETAIL WP07) 2 7 copings. 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 ' EXTERIOR DOOR WITH DECK ' INSIDE CORNER 1 • 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 7. At built-in gutters. rv^onuVV.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 uwLoI Kk _ 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 4 E AM SELF-ADHEF Q) 1'4' PER PLAN 1'-0" PER PLAN SHOWER SEAT J a � 4 F- LU m Q SELF -ADHERED FLASHING OUTSIDE CORNER Q a Cr a_ a- _ Cf) U W W Q Cr LU W O 2 U) SELF -ADHERED FLASHING PATCH HERED FLASHING 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 GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS kSTER STOP A NTINUOUS BACKER ROD EALANT NENTITIOUS FINISH tAL FRAMING tAL SHEATHING >AF PLANE WRB AK 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. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 O CV 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H E cQ co Q m O O �8 co tp y� N N# O C M N r � O N LL # � LLJ O y� :�,� 9-J LL LLLLaa N a U) vI M a .�u- w vi r Q. d uxi u Y Z -0rn0 ���` W m Wm 2 9 o0m 0 0 °° m M W LL rECrn�oIL W p to 2 3 N Cl NQc+>Z U I- J Z < U ❑❑❑❑ W \J M pp z N O (D Z � M d N M N m z � o � l T Cn Y f� w o w F T� m E o g r ' ._ U o C O 0 In Y Q o co M M J z p Z Q 0 Zo oo Z � Q Q o E V (U � Z® oa 00 (-- C. � �_ no 01 Z N B WL p w0 <� a Z 1Z ¢ w � Y mo z� Z J g tQ ¢ aO wLL Z a W � U ao aW =3 V zl a �U ys AM 0 C = > M CC 1..` ai ^L W O ,! LO O o O o t 0 O Ln °- CV r LC) C t Ln T 2 Ln r r T' O CD ai E c C7 0 Z m Z vvi E O cc c m E a U � Q p JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. W P HURR/CANE Mounting Brackets (10 Gau9e4 4-112 ° x 4112' x 2-12" See Anchor Schedule Bolts 112" Dia. A32 {Typ') Washers Self-locking Nuts IT Wk Cross Support a (May be cut to W) Rig hit Bracket (1 6 Gauge) # 14 Self -Drilling Screws A/C Uri t Botturn Edge Hurricane Strap (Typica E 3 in front) O'Fro- Cross Support (May be Gut t0 W) Left Bracket(16Gauge) ` # 14 Self-Dril ing Strews Thru Brackets & Back Cross Support Into A!C Unit Bottom Side (Typical: 3 each sicle for hurricane use) *X'Ltie IMUTAL LILIn uuinuctum aler parvu6f ,nth raAi Hlr,ncanc Air gtam Rabied Seri Drawfmg avldlilc open aq P fee gill ap*l Florida Department of Business & Professional Regulation Page 1 of2 Building Codes and Standards 3ne/2018 Product Approval Application Detail Cods Entity or 20 Date Date Pendina gate 11M Verslon Manufacturer Contact Engineer & License Valldaled By validated mitts FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC- Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/102017 10/172017 12/122017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfcoestsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL1H1651.R3 Products Quality Assurance Approved for Use Approved for Use Impact Design a3 9 Product Model. Number or Name Product DescrlDtlon Contract Expratlon Date In HVHZ Outside HVHZ Resistant Pressure 1 0.032&quot; Aluminum IV Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A -NIA/ war 15/328quot Plywood -108.5PSF 2 0.032&qud; Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok IG&quot; Wide 04/122024 No Yes N/A +N/A/ Roof Panel over 15n2&qud: Plywood -116.OPSF 3 1&quot: 24ga. Gulf Snap 1&quot Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/fV--131.OPS over 15/32&qud; Plywood 4 1&qud; 24ga. Versal-oc 1&quok Versal-oc 24ga 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +WA! war 15/32&qud; Plywood -138.5PSF 5 1&qud: Versal-oc .032&qud; Aluminum 1&quot Versal-oc min .032&quot Aluminum war 04/122024 Yes Yes N/A +N/A! 15f32&quot: Plywood -101.OPSF 6 1.5&qud; 24ga. Gulf Snap 1.5&quot, Gulf Snap 24ga. 16&quot Wide Roof 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 Versai-oc min 24ga. 16&qud: wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15f32&qud; Plywood -123.5PSF 8 2&qud; 24ga. Megal-oc Min 24 Ga. 2&qud: Megal-oc 18&qud; wide Roof 04/122024 No Yes N/A +NJA/ Panel over 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&qud; Wide over 15/32&qud; 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF war 1x4 Wood Purlins over 15/32&qud; Plywood 11 24 Ga. Gulf Seem Min 24 Ga. Gulf Seem, 1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +N/A/ 18&qud: Wide Roof Panel over 15/32&qud; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga, 5V Crimp Rod Panel war 15/32&qud: 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quot Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 G& 5V Crimp Min 26 Ga, 5V Crimp Roof Panel war 1x4 Wood 04/122024 No Yes N/A +N/AI Purlins over 15/32&quot Plywood -156,5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/122024 Yes Yes NIA +N/A/ 15/32&qud: Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/122024 No Yes NIA +N/A/-63.5PSF 15f32&quot. Plywood 17 26 Ga. GulIPBR Min 26 Ga. Gulf PBR Rod Panel over 15/32&qud: 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Paget of Building Codes and Standards 3ne/2018 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Design Sea k Product Model. Number or Name Product Description Contract Expiration Date Ind Outside HVHZ Resistant Pressure 18 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR Roof Panel over 1x4 Wood 04/122024 Yes Yes N/A +N/A./ Purlins over 15f32&qud; Plywood -151.7PSF 19 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR over 15/32&qud: Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GulfPBR Min 26 Ga. GulfPBR over lx4 Wood Purlins over 04/122024 No Yes N/A -NIA! 15/32&quota Plywood -151.7PSF 21 26 Ga. GulfRib Min 26 Ga. GUIIRIb over 10 Wood Purlins over 04/122024 No Yes N/A +NIA/ 15/32&quot: Plywood -164.2PSF 22 26 Ga. GUIfRIb Min 26 Ga. GulfRlb over 15/32&qud; Plywood 04/122024 No Yes N/A +N/AI -159.2PSF 23 26 Ga. GUIfRIb Min 26 Ga. GulfRib over 15/32&qud: Plywood 04/12/2024 Yes Yes N/A +N/A/ -159.2PSF 24 26 Ga. GolfRlb Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 Yes Yes N/A +N/Al 15/32&qud; Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Punins over 04/122024 No Yes NIA +N/A/ 15/32&quot Plywood -123.5PSF 26 29 Ga. GUI1RIb Min 29 Ga. GulfRib war 15n2&qud; Plywood 04/122024 No Yes N/A +WA/ -146.OPSF 27 29 Ga. GulfRlb Min 29 Ga. GulfRib over 1x4 Wood Purlins war 04/122024 No Yes N/A +N/A 7/16&qud; O.S.B. -101.OPSF 28 29 Ga. GUI1RIb Min 29 Ga. GulfRib over 7/16&qud: O.S.B. 04/12/2024 No Yes N/A +N/A/ -116.OPSF Search Criteria Code Version: 2017 FL N; 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 HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL < USP Cennsctnrs > < Simpson Connectors USP Stock No. Florida Statewide Product al No r Approval APP Evaluation Repoli Basis 01 C2 iI Exp. Date Simpson Stock No. k Florida Statewide Product Approval No. Evaluation Report Basis 2018 1 Exp. Date A3 HD210 2 FL17244.1 FL17232.3 ESR-3455 ESR-3445 12/31/2020 12/31/2020 A23 HU210-2 FL10446.2 FL10856.4 ESR-2606 ESR-2549 12/31/2020 12/31/2020 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 HD416 HD412 H15610 FL17232.4 FI-Vm.4 FL32.4 172 ESR-3445 ESR-3445 ESR 3445 12/31/2020 HU410 FL10856.9 ESR-2549 12/31/2020 12/31/2020 HU412 FL10856.9 ESR-2549 12/31/2620 12/31/2020 HU610 FL10856.10 ESR-2549 12/31/2020 HD0410 FL17241.7 ESR-3444 12/31/2020 HUCQ410 FL11468.11 SIM200804 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 12/31/2020 HTT45 HTW16 HTW20 FL17324.2 FL172441..8 FL17244.8 Evaluation Report ESR-3455 ESR-3455 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 12/31/2020 HTS16 FL10456.22 ESR-2613 12/31/2020 12/31/2020 HTS20 FL10456.23 ESR-2613 12/31/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12/31/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 HUS210-2 _ . HUS212-2 HUS26 FL17232.6 ... FL17232.6 FL17232.6 ESR-3445 ...._.... _ ESR-3445 ESR-3445 12/31/2020 12/31/2020 12/31/2020 HUS210-2 HUS212-2 HUS26 FL10856-R4 FL10856.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 12/31/2020 _..... _. 12/31/2020 12/31/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 LUS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/31/2020 JUS26 JUS26 2 FL17232.11 izu)r 2 11 ESR-3445 ESR 3445 12/31/2020 LUS26 FL10655.111 ESR-2549 12/31/2020 12/31/2020 LUS26-2 FL10655.112 ESR-2549 12/31/2620 1US28 FL17232.11 ESR 3445 12/31/2020 LUS28 FL10655.113 ESR-2549 1MV2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12/31/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LSTA24 LSTA30 LSTA36 FL17244.18 FL17244.18 FL17244.18 ESR-3455 ESR-3455 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 12/31/2020 12/31/2020 LSTA30 FL10852.4 ESR-2105 12/31/2020 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 LTS19 FL17219.2 ER-0200 12/31/2020 LTT19 FL11496.3 ER-130 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/31/2020 1-71-131 FL17219.2 ER-0200 12/31/2020 LTT131 FL11496.3 ER-130 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 MP4F MP5 FL17244.23 FL17244.24 FL17244.22 ESR-3455 ESR-3455 ESR-3455 12/31/2020 12/31/2020 12/31/2020 A34 LTP4 FL10446.3 FL10446.19 ESR-2606 ESR-2606 12/31/2020 12/31/2020 LS50 FL10446.16 ESR-2606 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 1 WM1416 FL10667.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 MSTC4_0 _ MSTC52 FL17244.26 FL17244113 ESR-3455 ESR-3455 12/31/2020 12/31/2020 MSTC40 FL10852.11 ESR-2105 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 MTW12 FL17244.8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 12/31/2020 MTW16 FL17244.8 - - ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2613 12/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/31/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31/2020 PAU44 PAU66 PHD2A PHXU3516 FL17239.13 FL17239.13 FL17219.3 FL17241.20 ESR-3449 ESR-MO ER-0200 ESR-3444 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 12/31/2020 12/31/2.020 12/31/.2020 12/31/2020 FGTR FL11473.2 SIM200802 CS 16 FL10852.1 ESR-2105 12/31/2020 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12/31/2020 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2020 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 12/31/2026 RT5 RT7 FL17236.3 FL17236.3 ESR-3448 ESR-3448 12/31/2020 12/31/2020 1-12.5 H2.5A FL10456.11 FL10456.12 ESR-2613 ESR-2613 12/31/2020 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 SPT8 SPTH4 SPTH6 SPTHB FL17244.32 FL17244.32 FL17244 32 Fun44 32 ESR 3455 ESR-3455 ESR-3455 ESR-3455 12/31/2020 12/31/2020 12/31/2020 12/31/2020 SPH4 FL10456.46 ESR-2613 12/31/2020 SPH6 SPH8 U24 FL10456.47 FL10456.48 FL10655.141 ESR-2613 ESR-2613 ESR-2549 12/31/2020 12/31/2020 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 THDH414 UGTS3F UPHD8 FL17232.17 FL2033.1 FL17219.5 ESR-3445 Eveluatlon Report ER-0200 12/31/2020 MSTAM36 FL11473.19 SIM200802 12/31/20120 12/31/2020 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/31/2020 HHETA20 FL11473.9 SIM200802 12/31/2020 - - LGT3-SDS2.5 FL11470.7 SIM200803 12/31/2020 - LGUM26-2 FL11473.12 SIM200802 12/31/2020 PRODUCT APPROVAL SPECIFICATION SHEET (2018) As required by Florida Statute 553.842 and Florida Administrative? Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Ex p. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru ( T) - - Firber Classic and Smooth -Star (NON -IMPACT) FL20461.14 + 67.0/�7.0 psf 12/31l202 1 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/A2.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/111.0 psf 5/21/2028 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 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL152722 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, ILL 0.032" Aluminum Gulfl-ok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 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 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product 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 jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE N CD c- w > Cll CU N L C O C .� Co U - N C/) C (D =3 -10 Co U O Cis 'L Cn C C O Cll cis Co O � U- %+- O cis > .Cn _ E O O Q F- CU -0 I U) !� Q r- W J in L Z W V J cu O CL U O W^ /Cl) U W cu LLu G Q (3) Z Z Q J CL SHEET NO. PA 1.0 I I) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs 1 of 9 12122119 Florida Department of Business & Professional Regulation Paga3 d 6 Building Codes and Standards 12112201e Product Approval Application Detail r9At EnUW,t gMt pa4 Data P—dine lira cede Enaty porn gait pars Date Pendtne 291 Ulan V,,I9II 1L10Y(LSLY[tt p9gIM9I Enelnear&Lleenea V.Ildatetl By yaggatad Submitted FBC Aopmwl Aproved $18ku J.lat Whelon N any h�unr fi9aIM9I Enainer &Lleerns YWitlated By v.ndrtea Submitted FBCApomval Agoroved fe9ik Revision 2017 Thermo -TN Corporation Rick Who Lyndon F. Schal P.E. Ryan J. Kong. P.E. 10,1512017 OW122017 10/182017 12/122017 Approved ReWion 201T Thermi Corporation Rick Wright Lyndon F. Schmld, P.E. Ryan J. King, P.E. IV132017 12M 32017 12/112017 02/132019 Approved Category: Exterior Doors (419) 298-1740 PE43409 (813) 767-65M Category: Exterior Down (419) 296-1740 PE-43409 (013) 767-6655 Subcategory: Budging Exterior Door Assemblies rtckw�es wbldgautlats. 8ubCatapory: SWnging Exterior Door Assemblies rkarwbwgansuXahts. C who Ilarl Method: EvaluaOen Repot from a cam Compliance Method: EVaduetion Report from a Co. Florida Registered Architect or a Licensed Florida Florida Registered Amhked a a Ucensed Florida Professional Engineer Professional Engineer OueliN Aeaunnee Awneved far Us, Aeprovedfw Ute ftaa I pkal90 FL4'M481413 Products DuWIW Aeraanee Approved r«Use Approved for Use [,—I Detail SeeA Product Model, Number oritems o Product D...Mat , Control ExMnYbn Deb In HVHZ Outside HVHZ B ,I t,t Pressure at • Product Medal. Number or Name Product D..abNon Comrut ExMreNon -at, in HVHZ Outside HVHZ P—s am Presort, 1 a. ThermaTN Fie -Classic and Smooth -Star Nominal 6e339;8 &quotNonlmlud&qud; Opaque 12A12020 No Yes No WA 1 a. ThermaTN Fiber -Classic and Smooth-Str Nominal (MaC49;8 &quotNoMmpad&qu«; Opaque 12/312021 No Yes No WA Composes Edge Fbrgiass "Is Dow Composite Edge Flan Single Dow On rMng101Asr4rp; x cahegwabe0 Onmingroutsunrg: X Configuration) omin d oMmpail W Opaque 0 No es 6 r. ThermaTN Fiber -Creak and Smooth -Sher Nominal asd09;0 &quoMondmpail&quo: Opaque Cwnposb Edga FbergMss Skgle Don rlrrin 1ix1 , X c. an Composite Edge Fiberglass:X conSingle Dora Nominal U*39:8 &que[Non Imp.de,Quot Glazed 12/312020 No Yes No WA Onadnal 6 l8wvg: X CaMlguralbn) Glazed Compose. Edge Fiberglass Single Dow 9 I. ThermaTru FDsr-Clank and Smooth -Sher Composite EEd9e FIb�Mas s� Door (InswingOutswhg; X configuration) +nBVI M ; XX cord aeon Nominal Wall &quoltioaimpacl&gaw; GvYased 12/312020 No Yes No WA Compel. Edge Fibl ghoss Still Dow Composite Edge Fiberglass Single Dow anaNna0utirMm: X caMloureaonl I OmwkyOdavdg; X Cwelgureew) Florida Depeftei of Business & Professional Regulation Building Codes and Standards Prodltct Approval AppNcatlon Detail 6 Soak Kndar or oak get goolmon oft Link Yemko m eadert ■t Sm " NmMrAJAM XWAMKm( YMtebd AMEAUd F!S'aAM v i Awar,"f to" RWWM 2017 Th«me-TN corporation Rick weight NMbrW AomodlWkn a Ryan J. ". P.E. 12/2M17 OI 212017 12raW17 ApprosW cdogOy: Exterior Door$ (419) 295-1740 IAenepenMM hnWllb (813) 787-OW SWCaleaery: 6wtgke Exterior Door McMNiga Colette— Model COEMOS n kirk or LMon9 Don aAlAgElLemam Approved for Lb, Amtmef.for use how goon Lora ihwmibm&KALEM C S InNN1Z 9moidL= )let" P— I It. &quotCMasbCraequat and l6quakbmdimerk by 606 and M Opaque and Gla7ad FlDargteas Ooa wM 12131=1 No tea No WA Thor-Trulkii k and without Moslem brwkg 40 Ch dwi g Florida Department of Busirill & Professional Regulation Building Codes and Standards Product Approval Application OefaN F.ge "" +9/JOtI F1JMS2254t oafs NMkLa[ Deb Nab gMtPm.t Nab .prat Mal RUANOW go" Emktlr3lkme Idd#MLik MOM !&meld B&ANtt r l seal Ater Mvmw 2017 TMamaThi Corporation Rltlt WdOM NaborW Aooratbe 8 Ryan J. Kkg, P.E. 1W(J02017 09212017 12222017 Approved Category: Exterior Dasmi (419) 2WI740 Moagrant Maaub (813) 787-WW Subcategory: swinging Exterior DoaAsewnWia rldnN■evDlOparwuMb. f:perpNen, Maaad CwNNca* n kirk a LIOV own naiiandhngam gmwkAmmm Aaareared for {kN Anorai for Lin Mind 211H E Lag ftidEL2mgdWm f&WMAZMMERL21M bLMQ 29 MWLMM Bskkm Frahm 6 e. &qual;SMoW8 ftraquot and gPleteendhmrk by 68 rat 8m Cpgue and Grand Flatngteas Door with 12/31=1 No Yale No WA Th rms-Trali and whh" $kMkm h"l and oubwing C6 � U N Q O CU (35 CU OCL cu ' VJ 0^' O O O W W 0 \V 0 •cn Q ^Q. ca „0 t� `i/�� CIO a< Florida Department of Business & Professional Regulation Page 2 of 2 Florida Department of Business & Professional Regulation Pegs I Of I Florida Deparhrlent of Business & Professional Regulation Page I oft Florida Department of Business & Professional Regulation Page 1 .11 Building Codes and Standards 12w2020 Building Codes and Standards IA77JD+e Building Codes end Standards ,armle BuNGtirp Codes and Standards 11erJo+e Product Approval Application Detail Product Approval Application De4N Product Approval Application Detail Product Approval Application MUM FL8153324t5 Products FUKBZMM Btlitt!ffi t3t.Ai" Quality Assurance Approved f« Use Amrowd fa us , Wilim 211121 221h lam Io gab 20 rdo 9,MW or DMt 20 21KIAP.N 20 Smdl Mai or gale gage NdLboaz gab A % Product Model. Number or Nome Product Dosalmion Igo outside HVN2 Resistant Pressure 1011111mommmkmdmblzgelid NDaloarll lseri 3wideu JaL YaaatlW FEC App■MI agoomm AtaNM lYw lftok¢ useleasoe 220M NmkuLali SMs mdwdmm MOM ia&MOd EWLAMM M A■®aa awat prat version Ibnllatal 2090 NalMIKAMl Ya MM" Xild" alb FMCA army A®Md so" 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 12/312020 No Yes No N/A RevWon 2017 cmm&A tg ROM-b Coe"" Mask VVealonA InMlek Teral Senrose NA, (vary pkteNr 112WM17 ON'llol 7 12N52017 Approved Revision 2017 Ckp"k"V RO&-ft C-0" Mark WsorbM Iebrlek Taaing Sereloes NA Gary PkWMer 11292017 OM102017 121062017 Appr-W Revision 2017 POT kdLwmn Dean Ruerk MMW&Do0a 8CC0-DER MWr-0ode 6CC0-VAL 12rA M17 1128=17 1225/2017 Apyasd 145IES420ALUMINU NON -REINFORCED Exterior Doors (513)770.GM Ind. (513)51941585 ExWpr Door (513)T?O.WU ono. (513)510 2 SERIES 420 ALUMINUM SGD SERIES420ALUMINUM SGD OX.XO, XX 1213112020 No Yes No WA Category: Category: S NEa (941)48601(>a8)316690 2 fah&Wa;x80&qud;NON-REINFORCED iWOotegoy:uitlwtel 8Eleanor Dedena te rAooaleA7aleeAoldetlopay.ewrh sWlCategay. 8eudbnal Exterior Door AoeambW rrmosterSoMQebpoy.uxnm SubCalegory:ry: 88Ang ExExteriorDow Aaoanbaas drtrodxhen4a.rbm 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12/312020 No Yes No WA Cow4me.eMaease Owrtlllgtlon Melt a LWft Coaparla MONW& CartlSnaon Mad or Lineg C..40 we MWw&. GMkmgm Mark or LMeg 145-3/4&qud;x9S&qu«; 4 SERIES 421 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX, 12/312020 No Yes No N/A Xo. XX99&qud;x9S&qua: ge�eeramora ale amnMWfor UM loons gabs �caeuraaa Um Approved for i aeon gkft 5 SERIES 420 ALUMINUM SGD REINFORCED 1SERIES4.1u 420 AL 1110t: M SGD REINFORCED XXX 12/J12020 No Yes No WA AmA blDMi g1 lliali Bti Blow= EJ at! S te1J� RWSWtIDNIi Bohm ft W A" ga�NalmtkBaMlk hlBMi gummLt= Enamel 1438quil;x968pud; 37 037 Vill PAN-2F151: Ill 94, 73, 76, 1500. 190, 78, Sven Part (min. 25 WJ 8sryaCor (up to Win erkle) 05121rina No Yas No -30 PSF/J2 53 053 Vs6.10 PAN,2F153: $ A, Ss, 73, 75, 16W, IM 4RSr, SbW Prl link. 25 ga) Double-Cer (97 to Ill 0521/T02e No YM No .30 PSF/.M 10 SGD4670 gwgo MWb krgeW Vktyl eNdWe OYas Door 04014=11 Yes YM Yas WA 701, 4RST, 4RSF, WZr, BRSF, IRST, 40.42, 56.460, WINDC00Edt174; VIS Gaage Dow PSF 4RSF, 8R8T, 8RSF, 411 42, W, 48a, 426, 5M GM, wide) NMIDCODEat174; W5 Garage Door PSF 428, Ill GO58. OD68V, ORES, GR56V/, ARAS. ARSW, ODOW, Will GRSSV, AR&8. ARSW, Ell EDSW EDl EDM I I I i mi Florida Department of Business & Professional Regulation Building codes and Standards Product Approval Application Detail Pees 1 w 1 Iffi 0 Plat+a74a goal Emke gmk 2ok 2NL m m gab Lem YemB mead[ 20wo ErAb t►LJk immadidm( )Will" aakbl■f FWAppearal AaM®lod aim Ravwm 2017 CURRIES DlvMbn all Inc Wilk Dow UL LLC Ted Boman, PE 11r302017 10292017 12I052017 AppowO category: Exterior Doors (641) 494-2844 OW SW4707 9ubCclorper Edorkr Dow ConrpaWnte OMroAodk@oeeaobky.do con*N a Memo: certification Mark or Uoft m Ba116274t2 9talmk 90SLAel■Bfa amratrod for U- aaosated lor.Dm kNO aalm onto pleased KdM. jNeadi or Mmm ftlamummmum slk IBMHZ glaYdLtm BWtal FJslt 1 eon, 707, W, 747, and 841 Single also Pale of Doan Fkak Goal NO Louara0 *06 and pats of 12131FJM Yes Ya Ya WA bolow mold dews. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 or 2 Ir2arlm Sit EEtN)(g lmlt gale Date Pwclm gale mm Varslon Manufacturer ContaPt Endnesr & Ucanse validated m yy((tgAsubmitted FBC Aowawl Appro A statue Revision 2017 MI Wmdms and Dows Brent Stinger American Architectural ReYen M. Unch. PE 06N42019 0BnTr42019 OM72019 Approed Case"; VAndows (717) 365-3300 Manuhcturrs A—lefion (717) 317-8454 EubCatagory: Faed bsit ingerCmnvd.cem Complla Method: Ceftftafion Mad a Listing 9so p Product No". Number or, Name Product Description Quell Aelge9! Appointed far Use Agnroxed W Us, COMrad Exdrrlrh Data Ip-ymZ Outside HVHZ kgagt Design Resistant Pressure, 1 185 PW 73 x 72 Insulated Glass 0410312023 No Yes No a60/-60 Florida DepeMlent of Business & Professional Regulation Pool Building Codes and Standards lawle Product Approval Application Defall dAY"4ffi gofe LOW or Nmk gel! IllPOAkg 20A mme YemB omwmwK 228 M ClinKA112M xddmmm YAW" A)OMWkf MG Atro.l Attacked two Rovmim 2017 rwmaTN Corporation Rick VwgM Lyndon F. SdWeL P.E. Ryan J. King, P.E. 10/182017 Will 101722017 12/122W 7 Approved category: ExlMla Dons (419) 29g-1740 PE43409 (813) 767-OW auieCotegay: Swbgkg Exterior DoorAsaaMga lm-owbmoo—uw*. corpaaa Mebow Evan o w Report tan a goon Pike Rogleteea0 Ardxtld «. Lkaaa Florida PiAesalpW Enow 91Makcaarnoe aomoodfar gm aoomredkcUm hest gall iKi Snail Demolition kill goWtle,lOMi PA§kkm IYfeMm I it. 6gwkFeerChaeolobWat. Mquat&noolb&ar&quok, 88d09;e &qu silimpadSquat Gained Faeglw /2/311=1 No Ya Ya WA &g1Ntcwowcc Mtdgwt or &wat<�det BNW D Mlp Dow - Oaw«0UWWI g C«AwAvbn Rhado6quat mmsin,lW Safe Loa YemB teem kom RaWlbn 2017 Jraa Hardte &Ilig Product. tep Conlon Panty Waft subcolagory: skkg Caeplria lbft* Evaluation Report Man a Fbrlda IR III d Ardhbd «a Licensed Florio ProlaoW W En~ ant pfodmmodd 2 IteelePtenk Lop &Ali Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applkadon Detail Pega 1 «t Vomits Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 of3 12m2020 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 «, la"Ie Product Approval Application Detail Product Approval Application Detail FL417498B5 Products "111171141111, Seal! Nnte, or 21M link gM9.powbo grid 4Wev Anwrenco Approved for Use Ag«owdtor Use gggag( on[ - al Product Model. Numb« or Name Product Description Contrail Elmlrotlon Data In HVHZ Outside HVHZ Raststa t Ma3�lre 2 185 SH 5Zx72 Fin/Flange Frame IGSG Single Hung 1=82023 No Yes No v60/-60 min Ylmk aim ragm ZOWINK .LMM Veadlud m Mal LIkoNMO IAttomtel A9oea0 Aram 'LamuratedGlass I PavWon 2017 Ckpoy BW*V Pmdueb C-Peny Category: Exterior Dooe Mart visomfbM lift Tearing Sarvlaat M& Gory Pkushler 1/2lil 061 (513) 7708062 Inc. (513) 519-0588 121110=17 Approved &6C4 mpr UdAmW ExWW Odor Aawrrafas erwerr+MM@abWY.aom Owwor mosmd: crakeum Mark or LMag aa! Produce Ubd@L Moral a Menal gmdkLase aMorayod fartW Activated for Um F1giMtDoewhOw aabmLbokloeLRO In NVIJZ Oubkb NVNZ ia6 gilt Bkm� [totem B6 006 VI15419 PAIl l53: 73. 75. 84A, 94. 42, 4A 421L 486. &eel Pan (man. 25 ga.) Slfple Cr (up to WW wale) 051212028 No Ya No a30 PSF/42 41l SRST, 0068. Gll ARSS, Ell VMJOCODE89174, VM Garrip Door lose Florida DerpaMlent of Business & Professional Regulation Page / a 1 Florida DepaArexM of Business & Professional Regulation Pegs I a t Building Codes and Standards IMMIS Building Codes and Standards Iaao/s Product Approval Application Detail Product Approval Appliation Detail lLAZUmffi 290 NmkLei Ibk 2im DebPON&M gab nAVOK raft Nmlk 202 20 gMMP.A>al■ gob Lint V.W- llrirdsta c SaMed NmhWciLtaae YMWMMfm( Yddod AWEMd 9scameYM Attracted elm. 11M Version aYmbrASM 220 M lmlMesaLket Vald@ d by Aid" ANDOW BQAtisaal Atttt[Mod MaiRevision 2017 POT kWuabte. Wan RivalWd kWWo 8000-DER MWR64)0do ScDO-VAL 122am7 1210M17 122a2017 Apartheid W PAV"n 2017 PGTuw" Doan Rork NaamFOeM acco-DER MimWedo BGCO-VAL 12rJ02017 12000=17 1Will 7 Approved Coteaary: VanOose (941) 48"00 (798) 315-25W Cotegory: VYYdcws (041) 488-0100 (788) 315-M leae0 aye ry: Ford dPjWkGpg*dUWM.cwn Berta%VW. skglet Hung .own 1, - ,e NWhaw C.,W4sUo. Mark or LMM 11 .. o.... .: CONaatlan MaskaL41bg sudkLAwagob atom9mtUt Admitted for Nt mom gale 9elka/Msmb Associated for gm Apo Nor VASA galm La! EMAWJAHMJkMMKALMM EMOOLGENOM raommismimiEL2111 In Hl Oubd k H Mi 1keMet P— Asa! EMONLOOMINGa In Kill ammidL OMZ metal FIe®t 9 pvv-ts= (ergo MWNa krpad) Vkryl Foxed WMOav 041302020 Ya Ya Ya WA 7 SNfiaOo (Logo MYale trlpsd) V" sin* Meg WVWow 071301 M Ya Ya Ya WA Bt>318240 Enter or gale gong Road" gale 29& S20 M Nmkor.AJekwe MOM YMWme Nam FNgaoomat Attacked am Lea Yenta mmArAr■ pkgsherg Zlal Ported I.Ogawo John SOWrrd, P.E. 08231 060111 17 08r282017 1100110420117 Approved Revision 2017 Jams Hawk Buk*V Product, Inc. rXi 319-M7 PE-UI21 MM 367-21l Category: Panty Wale pYpehafgsAufliarnNhr araCalego7: SnOro dte.com 0aep11 Magid: EvakaWn Raprt froma Fixate Regbtetod ArdgMd or o Licensed Flail ProMoalwW Engineer asMM(d■YmW A■ DVMiage Attempted gar reset ROW product ponwhoon gmeMNe*AVRo ork Iu WAR Oubide hVIR Bellllm PS amf produce Model Number or Nom lbr-amour alp siding /2A12020 Ya Ya WA WA 2 Hrd~Lop SWrg Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 12w2020 Product Approval Application Detail Quality Anuarw Approved for Use Approved for Use Impact Dwa n Florida Department of Business & Professional Regulation Building Codes end Standards Product Approval Appkatkm Del Pao I of I 1,520111 FL2N.R11 raft Lem Venn NmdMbru RMobn 2017 POT kwuowlea Cebgay: Metal SubCobpW. Masons coupNrta Magid: CerUr4odw Mari[ a Lkang BAD] lledM am! t Muaene for Al Does are VWMowe PM9272-Li Bray or Deb Mk 2MtFaOm Dee gofk go" AMiN [ IMM bk%&Ai t Yogiod m&MW MCAmon d Automated aaae Lea Verrill Lltallearm Pkgolse Zhu Ronald I.Oria as John Soltbe41 0111251 oem"I7 0812mil 1D/102017 Approved RSVWM 2017 All (909) 341l PE-Mi21 (352) W7-2625 Coaxal Pants Web pkttalbrgshu&Wnoshw &Local*": sorb die.own CwpNrna Maaod: Ewlwtlon Rporl tan a P1ode RepbNeO Ardeted or re L oonoed Florida PntfagWW Engineer gmdk AJ aeteikclke Allocated far Use omit gel■ Pro&MD,wAiMW A ankaum Dab Iaf m Oubla prim Brixton P ae2Product ModaL Number or Nothe 16orgmrt alp Wiling 12/31/= Ya Ya WA WA I o. &quo2TM,quot Soft Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail orl 11 105=18 show or go 20 2101%1 t 20 gan= NBttlaeLkLm m v gaaem ymod" aalmum FBC Annihilate! ADDtGV6d moat Dan Rued NWer4- a Ill -CER I*w.W36do BOW -VAL 12106=17 11/11l 120101M17 Approved (941)4880100 MIS) 315-nN aneirVgpritliwkatilhas.am Alienated for tkk amviated for lka t■M& gads NumtramN k 1,Il li Caim"Ill Balmata Fleet AteMeNm Muaont 06262(121 Ya Ya Ya WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall Pegoi IAwle Fly fdo asset or oak oak 2MLBIMM 210 mmk YMMOR a ndia liar agem AMIMNLA , William zwdmd aW.WW Fa&am®el am■rW tilde Rev4kn 2017 Cbpq &ratio kowft Canpany Mad YVealaraaal0 Intertek To$" 6aeWoas NA, Gry pkomw Ilr"17 011111or2017 tZ1116/M17 Approlaid Category: Exterior Doan (613) 7708062 Inc. (513) 519415B8 gabCalegay: 8otliwel Exterior Door AsaarxtlM nnwderftWCW5My.00m 1.eap1 Method: CaMation Mark «LMeg FLM1in 2 Mlkr-ael■Oe Awarothad for U, amreateadlical bow Daum Ama NgMnMNtmlStliMAN 1.mvmz gmwdtbm Bakest Eon 102 102 Vital PAN-2F153: 73, 75, 81A, 94, 42, 48, 42B, 48B, Shear Pat (min. 25 go.) DoxatMCar (97 to 1417 061212028 No Yea No •37 PSFL41 4Rl BRST, GDSS, ORSS, ARSE, EDGS wile) VVBgCODE8f174; VA GNeop Doan PSP Florida Department of Business & Professional Regulation Page I w2 Building Codes and Standards 1202020 Product Approval Application Detail FlUNIS 614k7 Predutls Use Anoroyed for Use S a Product Modal. Number « Nam Product Descrialon Contract a In tim outald. HVHZ � � RssisaM Pressure 1 H5188 Fin and Flange Frame 73xe2 Insulated Guess 02I62024 No Yes No '551-55 gore mmt Yemka rielderialtz Revision 2017 Jima Hoedle We" P W OM kF Diesel Perot 'AN Sabcabgwr, SlAg CeopNrie Mato& Evokrtkn Reportfem a Forks Registered ArcAbd a a Lkxwnsed Finch ProMpbal Eari BGSIU#Fmtlelk aria! 1 CWAOWc Lap Sittig Florida Depi rtrnent of Business & Professional Regulation wge+al Building Codes and Standards immis Product Approval Application Denali 6liifII7e411i Nmklor 2dt 21M Dab Pmrlm N!b 211111111 92= NmkMaALINM MOMed& kwwlw aghmod Fffidastal aootmd mom in Vodka WmdrJ■c Nick Thompson Lyndon F. Bdmoell. P.E. Ryan J. 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FBC Approval Moroved $to- 1ZQe y91g(y-U Manufacturer Contact Epglnaer 8llc.nn Valldetetl 9a lidat gmig Daze togroyo SubmM[atl FBC Approval f2de Bpgi SlYus fade lye vwakao Aseadiespr Erect at oasw zoomaKALMM kdwlium Qom Alt RMLBmd■ youdod }Will" jdgAppeared go ARROmed jet gads ]Yg yAM(ppillmdiOmGoo=AmooKkimmmllddot& Etar gaff goo gesLPMd■ 20 FOC A=rovml ARRIMM AMR ReNslon 2017 GAF Category: Roofing MA Catpory: Asphalt Shingles Michael Slleh Robert Nleminen John W. Knezevlch. PE (800)766-3411 PE-59166 (954)772-6224 melieh@gal coon 12/112019 12/112019 1211 a2019 ding FBC Appr' Revision 2017 TAMKO Building Products, Inc. Category: Roofing Subcategory: Undeneyments Keni Eden Zachary R. Priest Locke Bowden P.E. (417)624-6644 PE-74021 (334) 3DO-1 800 kern_edenCtamko.com 10/192017 10A52017 10202017 12/12/2017 Approved pevmm 2017 L.V. Tharpwn, like. M Tnanpow AmhOKWrN Natela Company(TAMCO) CaMgpy: ROO" Tony ChrMman Zachary R, Fdest Lode Bowden (813)2463466 PE-74021 (334)300.1800 WayogonMMsoO"., 1011012017 IOMO 017 10n7/2017 12/122017 ApprpkW Revision 2017 LV. Thoerpeon, cep. des Thompson X%tA Wraz Metals Colrpany(TAMCO) Category: Rooft Tony CN1Wtan Zachary R. PrINt LAck. Bowden (913)246J466 PE-74021 (334)300-1800 teny@pometBooMg.00m 10110022017 10e102017 1 W172017 12/122U17 ApprrnW Compliance Method: Evaluation Report from e Flrrdio that as a that M an Florida Registered Architect or a Licensed Florida FloraRpisteed Architect ore LicennsedFllonda esgaPatatlNRoogByWn Integral Part OIaN Professional Engineer Professional Engineer CaarpllMrea Irselcd: Evslwaon Racal upon a ComkPlbeles Iletiked: Evahrace Report gorrk s Florida RagbWW Ard*W we Licensed Florida Florida Registered ArdkYoct or a Licensed Florida FLa1012A-RZS Products Quality Assurance Approved for Use Aonroyed for Use gesltm FLe1232&Re Product, PmbuWW EAWAW ProNpbrW En~ 121A Product Model. Number w Norma Product Description Contract Expiration Dale In HVHZ Outside HVHZ mgegt Resistant pressure Sw p Product Modal. Number or Name Quuazttv Assuanca Product Description Contract Exobatlon Dais Atipoved for Use Aunrovatl fa Use In IHV lZ Outside NVNZ Imoaet 52111= Design, Prassun 1 GAFAsphett RodShinglos Fiberglass reinforced 3-tab. laminated, Stab and 12/182022 hlPMdge asphalt shingles No Yes N/A N/A ass 9sedfLAesurem p 2anklaimawdbLoo Attached far GM Aae®td2zG■ In MM 2NUWLWU A= now" 21MM PW A E amtAe Product DowAnden AMorwhadIaWn AaaMEELbLum loam 2slM In HVHZ oub"HVHZ ilatialwall Pressure, 6 No. 15 UL Asphalt saturated mlcfell 10/182021 Yes Yes N/A WA 1 TAMKO Flat Top Off -Ridge Vem with Baas for Tide 26 p. Mahe roof serlSleror with be% 0090201e Yes Yes WA WA 2 TAMCO Goaslletlt Vent 26 ga. O&OR2 28 No Ya WA-01-62.5 Florida Department of Business & Professional Regulation Page I aft Florida Department of Business & Professional Regulation Pop / a+ Florida Department of Business & Professional Regulation Pap tell Florida Department of Business & Professional Regulation Pap I a 1 Building Codes and Standards 1171201e Budding Codes and Standards 1"52016 Building Codes and Standards 1151 Building Codes and Standards 1151 Product Approval Application Detail Product Approval Application Detail Product Approval Application Delall Product Approval Application DetailRIM -. v Code- ErfIN r Data Qpgj Data Pendino ¢Xe tom Version Manufacturer Contact Erman ex & License Validated By Validated Submitted FBC Acoroyal Aggigyeg SIM, zM raft Ytlemn beadegstalla aid*, or gsmm Easoes[LLlesm Wa NW& geh YMItlMoi 20 awo d Dow pencim fwLamoaw 21k AaMmtd imm 2m Irma f(orsIM sistaijagaim EtllfLtl gases Eeaoea.AMl YMWdadk gfde GEsu Dab Pending Yaldtld liddtld EIGAM®rd gees Aoomnd lam 226 bag VMdn affiftilage EMler or 2m XM60KALaam molbmdmL go 20 Reo.2sdon YRIOM Auhm d FOCAG®red RO An®Mtl am Re,.. 2017 Laneneo. Inc Category: Roofing Andrew Carter James L. Suckrxr, P.E. Steven M. Urich, PE t501)982-6511 PE-31242 (717)317-8454 04/092018 12/182017 04/152018 06/122018 Approved rMviska 2017 LV. Thompson. that fora Tho pecn ArNhxiuW I I - I Conpary, (TAMKO) Tony Christman Zachary R. Pdest Locke Bowden (813) 2463466 PE-74021 (W) 300.1800 10/10=17 IOMOM17 10/1712017 12f122017 Approved Revision 2D17 LV. Thompson, lrf: lac Thompson Archhodural iterate Conpeny (TAMKO) Tony Chessman Zacary R. Fdest Locke Bowden (813) 248-UN PE-74021 (334) 300.1800 10/10=17 1WIGM17 10R72017 12/122017 Ater -led Revision 2017 Florida 14" Prodcts Inc. Category: Flooding Clark Jones JMnw L BrxJw, P.E.m Michael John Romer, (904) 78$a4M CBUCK Engineerkq P.E. 1011 10f06/2017 10272017 111121210,117 Approved Subcategory: Roofing Accesswes that are an integral Part ofthe Roofing System ecarter@lomencoxom Category: Roofing tenyapomersecoll g.corn Category: Rm*V tonY®9orrWatpofing-com 6uaCsbgay: Rooelp Accessories thin w son rhalklifl4rnoo.com PE-31242 (891) 414-7667 Compliance Method: Eval ation Report from a erbCebply: Roo ft AceesmoRes aW ore an kaearal Plot of the Roaft Syeteho Compliance MMlrod: EWketlon Report Mom a 6uhC+Ypory: Floating Accessories am era an k+tegraz Part ofM Rooap System Cowoft + Method: Evalrti0n Repoli ken a klygral part d Uka Roehg Syreem Co npBMwe Mdeb Evaluation Report kcin a a • Lloeseed Fbrice Florida Regis[eretl Architect or a Licensed Florida Prdessimal Engineer Florida Reg4teeed Arctkatect or a Licensed Florida Florida Registered Affiliated or a 1-k4nesd Florida Probational Enpw br FLa17202-R3 Products Prorealonal Engineer Pmb@.WW Engineer Quality Assurerkcs Andrei for Use Approved for Use Img,Let gaNan Seca Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ $esistard Pressure E g■ kAnteara 22mmainkmwoao Associated be for WAR Use Assigned for gubwLmm low 9slM swum Emni e, teal QMWkAsaom CmOlrtlgedaYn Lnetel Ndmigoam AMfnd frorSoe Aar In KVM gI+4MLIM IM" Basile m 9eeoa Pressure AMU 3 3 - FlANCO Lguct:Rlf 10 Ridge VeM60uot 1! g&ML9oddM 9tlM AMumMm Rides vsres bar peeled rook teeekara 121372M Arenkvd ftw.W! A20mudiKum In HVHZ gtats(del= No yes blow I omm No 21wm EM MQ WA 1 Dack-Aiwa DA-4 Low Profile, Polypropylene Plasec, Roof Vent 07/102021 Mechanically Attached to Plywood Deck. No Yes No-97.5/1 3 TAMKO 06RMge Roof Vent wlh Soft 26 go. Wei: toot vendetta, with Integrated beib oWDar2m Yes Yes WA WA 4 TAMCC, Round Top OlpRkgo Vent with Soft M Tim 28 ga. Wlk hoof vsntloW with be% 0WOW2026 Yes Yes WA WA from 0-02F Aluminum Florida Department of Business & Professional Regulation Building Codes and Standards Pap 1 of 2 IrW020 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of 1 120=20 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of I 120202o Fbnda Department of Business & Professional Regulation Building Codes and Standards Pep I or I 105MIe Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ]ups rdigL Version __ -_ _ - Manufacturer _.. _• - - - __.__� _._ _.--°'. "' _.. __. .,_ -- - •. _ ,,.,. .,:� -... ,:_ Enth or 2" fete Date Penang eye Contact Cnpineer & LlceMe Validated &m Vazltlaled submitted FBC Approval A -honed )Rents. -- - -- - — - �.a�-- „�., -:�• ter- S49! I:ItWLgi Tvsa Version Mmuacturar Contact Endnser & License Validated By - -', -- - 20 Ike Done Pernctre 12te VMldgt d Submitted Fac Approval Approved Blvd- _ Sr9gt lY9! Version _, nor. Manufacturer - .. � - e 'E.a, _. . ^• �f- rs -. ,i 4 yl' .i. 4 b :'X : ,r.�-. MEMO- .__ � _, r M1.rL • .. .. _.. 'R w s- ,- .9+rf�. ,:. �N,. .i"b:a_+ _r=�-B, €IEB� gi 120 2" Data Parkalnp COMact Engineer & Ucerse Validated By vaztdat.d Submitted FBC Approyal - G -: .. - r.N �... ..,a : � _ 2" Aggg-yad cgs BiSt'lIm mitre Lmt YMw= Wmilielaw EmMLO[ 91an= EotleaKA rlasree YrTtatlatta 20 ■It gLM.PIBd■ sir! Yaldtld auks d F]ICA O,,,W AnonwM Akan Rii~ FL11MM11 2017 B-1 Roofing Category: Roofing BUDCalegory: Roofing Tits Cornpllmce Method: Evaluation Report from a Product Eveluetion Entity Products Anderson Robin IAPMO Uniform Evaluation Gary W. Welker (801) 380-6091 Services LLC, 1205) 854-0160 RobmArderson@bcral.co m 10/18=17 10106/2017 10r212017 Approved Revision 2017 Global Prdecbon Products, LLC. Category: Shun— subcategory: Storm Panels gs Compliance Method: Eveluation Report home Flonde Registered Archnect or a Licensed Florida Professional Engineer Product, Tim Robinson Welter A. Tillit Jr., P.E. John W. Knezevlch, PE (954) 689-7545 PE-44167 (954) 772-6224 tlm.robinson gppent.com @ 09/06/2017 08(31/2017 09/112017 12/122017 Approved Revision 2017 FUH788"2 All Amenten Shutters and Glass Category: ShuMan Subcategory: Storm Panels Conpllatkca Method: Evaluation Report from a Fronde Registered Architect or a Licensed Fronde Professional Engineer Products Mike Barbiwl Frank L. Bernardo, RE Troy Bishop. P.E. (561) 712-9882 PE-0046549 (954) 947-0880 mikeb@allamericanshutte rs.can 10/182018 10/192018 10232018 12/11(2018 Approred pbvisW 2017 Products rrvy BindM. eg CarmOnnte Group lice. cabssrF: BlruoWW Ccrnpenenb Subcategory: Tres PI*W CorruPiterlI '- ' ,,', Evoketlon Rapedkom s Product E mh-oMon Pretty Muth Lewis ICC Evaluedcrt Ben4ce, LLC (407) 6 1- Raesri, PE (847)918-8473 (407)661.1917 oww o pteesw.cem OW792017 OfM772017 0921uip17 Approved afQt Product Modal. NurbKor Name Oracle Assation Flndua Deecrlotlon Contract Exdpazlpn D Apo In Dale In H for HVHZ Use AOorovetl far Usa Outside HVHZ fintraceasta Pressure $4 Pressure FLei5p7a.Rd $@Qk Product Novel. Nlaroer or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ Quality Assurance Product durlpllon CaNraa EWlntlrw Data Corrugated Ga"nu ed Steel Storm Panels retained 12131 2020 Apaovetl for Us, Anoroved for Use lal�fi alnelde HVHZ Yes Yes I JDgBg @ Yes gMlal Pressure WA 39.43` I Product Model. NUMer or Nartw 24go Ga"naed Steel Storm Panels QuellN Assurance PrOWct Dascnpilon Cgtrad EmIratIM 24ge Galvanized Steel Storm Panels 12/312020 Aoorovetl for Use Approved for Use Dale IDl11Ni Outside XVXz Yes Yes Im¢l litslefeW Yes Design Prassuro N/A )flaE 1 RW t3colAple atelier etrenpttr M a.mp: 8) p�f2nector tip MOW Connector pled 12rJ12022 A■�� An��IW f= 9� ffi� g! � f� Yes Yes WA WA xony e e - e o, o es NIA 17 Saxony 900 - Gauntry Slate, Hartford State, Shake, Slate, Flat Profile - Stockton, CA I2/ 112020 No Yes N/A N/A Split Old English Thatch or not by tracks to pi hurricane protection. 18 Saxony 900 - Country Slate. Shake &amp; Slate Flat Profile - Henderson, NV 12(312020 No Yes N/A WA t9 Saxony 900-Country Slate, Shake, Slate & amp: Split Flat Prdle - Lake Wales, FL 12/3l/2020 No Yes N/A N/A Shake 20 Saxony 900- shake &amp, Slate Flat Profile - Lathrop, CA 12/312020 No Yes N/A WA Yes 28 V11Ia 900 Medium Profile- Lake Webs FL 12/312020 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Pap I of I Inimle Florida Department of Business & Professional Regulation Building Codes and Standards Pap / a+ v6mle Florida DepeMleitt of Business & Professional Regulation Building Codes and Standards Pap I of 1 11tvt018 Florida Department Building Codes and Standards I Regulation P,�,5401e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Applcation Detail gaf2g4U use Son■ version sleadialleat octal ar contact Eutlo"ELUG ydmddh gest idga d 21M &moo ld gab EMdm t7G.a■roted 20 A■ eyed too Bl1I§&M rgJtle mm YattlM liallitiftaget Eaftor 990 Mt EombEL 6M= V gd bd Bir gee ghat RM LFADMN keli Ld am m FW Am,,VW 20 Aaamwd Awn "tomm SsGt mroe Vnlon Usewlestem Enter 20= E■INKAU M YaYdtldat PYe 20 DOW P W&A ydm d awmdud FW AppLmul Gee Alienated Ali" F="4M 2e011 mm Version maguieAsc Enter or ran= ZONEK INtr YNmMW mL gso get Dais Pond■ RIM Ydd" ambm d FDC Asserted Associated lift Rormixk 2017 rlw BrYMYg Comoorgnes Occult Ise. cesogtryr structural Components subCalegary: True Phoo eked Lows CC EWloWn Senvke. LLC VAMW M. Rani PE (847) 918-6473 (407) 661-1917 5*.bGoobwtw.00m OW101i mw2ol7 0921,2017 Approved Revision 2017 r1W Beading ComporMnte Group Inc. Category: enkgWl COMPW nis Subcategory: Trusts Ptetee SUM" Lewis Kx EM680on Bervks, LLC Wtam M. Ranted, PE (847) 9184473 (407) 681-1917 stswle@apYeew.gom 011ki2 17 09972017 OW2lr2017 Approved Rev'wkn 2017 rrW Building Caerpona rds Group Inc. Categore: BfNfdals Plain ets Tnee Pisces Sam Lewis ICC EvA don Service, LLC VIMW M. Rated, PE (8 w owpkm (40/) 681-1917 elewis0epluetw.ceen 0111192017 011/071 17 OIN2112017 Appmed Review 2017 MITak Industries, Inc. Category: Structural Component eubCaYgory: 7nm PYbs Devil Wort ICC Evaluation service LLC ICC Evaluazlon Sarin s, (314) 861-7480 LLC. duent@mi.aom (206) 6994M00 10/19=17 IOM WJ017 lorIM17 Approved CewpLe nce Method: Evaluation Report from ■ Predrq Evalwtlon EnWy Coaparres Method: Evaluation Report ken s Product Evaluation Entb 6 tm�.M PID Camupllualce MMBIW: EWWaaon Repoli from s product Eralwtion Erey . Com+POanos Ilsetot Evaluation Report upon a Product EvelWaorl En1tly rift Product 9■IkA■emes EmdwLgmoiwm goomdEN&02LOO ALarovAforts InWAQ Aea,Id for 9WML= lamed 91WM dsiMMd Ces■ire leaf 9■NLAest■n P M rdantuLtmlmtlonam Aso Y■ Aamwitfor Li 1, Hi 91dVak hvmz toner &WLm gWm ET lea! 91Le1LLdmLrLoar conhail'Iglluldw Dab A■myd,lorllu Amitee IILM outsYktllsR f■m affilam gmM Preserve a■E gomLasonm Anwoved list Use AgaLim Lmuat 21dm In Fria 9ifotletilia ffs■m Yaerre 2 ITW 91MApkko things loos MeW C.... id, pmb 1213112022 Yes Yes WA WA 3 met SC Oi ptes TnWom Marts! 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Cakgvy: 8tructoraz Coerpoewts ariCeYgary: Pubs Dowd Wed ICC Evaluation Servo, LLC ICC Evaluation Service. (314) 881-7480 LLC. dwer@mt.eom (206) s994teoo 10111910017 1 W1Q=17 1012211017 Approved Revisbrt 2017 WTek InduetrI . lno CuYgwy: 8truceaal Flat" 7nw PteM DWW Wed ICC Evaluation Servks, LLC ICC Evalwden Servks, 14) 1- Awerl®mil.corek ( ) -off 1 W192017 101101 17 100 17 Appoud Rains- 2017 MRes Industries, he. Oaleeoy: enueWrst Flat. esrlte SaWCsYgery: Tress Pbees D-M~ ICC Evaluation earvks, LLC ICC Evaluation Service, dvveelmrtM.com dwor 861.7480 (� 599�8000 10/19=17 1 W192017 102Nt017 Approved Revislon 2017 Linea Industries, Inc. Categpy: Structural Connifoesnts SubCabgwy: Trials Ptebe David Wert ICC Evaluation Service, LLC ICC Evauston Serytce, (314) 861.7480 LLC. Arar1®ni.00m am 590-0m 10/12 17 / W192017 1 W222017 Approved MThassethod: Colnptiawe Ilegkod: Ea W Wn Report upon a Compliance— edod: Egisstbn Report qom s Campern4e Meepd: Etral I Rapo t ken a Ccnrrplience Mailed: fevshrtkon Repoli fian a Product Evesetlon Euklty Produol Eve4slbn EMBy Product Evaluation En ty Product Evok"m Erey SwAkAeeLoos Animated fair Use Answered for Uss ■eon gmM 9rWmuh■ Assigned for A■mmdf&rSf■ fill" 9mM gwdkAeerom Associated for Use Aont[ed for loam gnoa FLMST.M Pnxkwb 9nlocAnneam Asairclanallgcthe Associated to ttie f■m 222MM mi Pricklisill Model. Marrilsor cor Harris P InHYM oubme 11,111611Z tiMltlm Pa■9m AR" Forecasts Mocal. Nwnbw a Noins, Emden ode ill OtedoH1VY f9tlliagais Pmtl■ AMA targeted alcohol. Number orN a C[adtlDevanalM 2AOfffiEuklNRa2a ill Hili outside HVHZ posistot Pressure in! PrwdelModel. Mr.olorpwme Product Descrimigin conesdaimblumpow I0,1111i oubw vmz &WNtl ioyrigisIIm 2 mile le ge. dues esma ctor pale 01107/21= Yes Yes NM WA 3 MT18H6 18 go. high shonptik b1w connector *0 011012C23 Yes Yes WA WA 4 MT20 20 gat dues cewnector piste 0100/a2m Yes Yes WA WA 6 M720118 20 ge. high Mrs"th hues corrector pbte o1A12023 Yes Ves WA WA Orm¢rrdrtlL AMemagsde immba ho RAMMK22KIB Florida Department of Business & Professional Regulation Pap 2 of2 Florida Department of Business & Professional Regulation Page 1 92 Florida Deparbnent of Business & Professional Regulators Building Codes and Standards 1202020 Building Codes and Standards 1202020 Building Codes and Standards YN1e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail '-'. ,-., fWNWk'.>�,s aa`5ati�g+r.rvb,i 1"a'�'e"aF.=���r u�� a..- c - . ... �.w,_e._u_s�e..e� �:� ��,:.�2�.'. �: FLIH58•R12 Products 13S1II.44a Iles Q91 Version Manufacturer E KY or Erxtneer 8 Llceree Validated a. 21U Validated 21LI Submitted Date Pending, FBC Aoorovat Jul AgPL4Yt4 alarm g4dl 1ZaM Ymin Er�gi 9AOfm EraYMLilo a1OL Ya1�CsuL title g� YL�d alb (Qrfdnl--M 211e AYE afrem Qualhv Assuenca Approved for uW Approved for use impact Deal Seo a product Model. NUMer or Name Product Description C.Nra�L Exolntlon Dora Injifj Outside XVHZ Resistant Pressure Editorial Change 7017 Weyerhaeuser Category: Structural Components Rob Baldwin iCC Evaluation SeMce, LLC Ian Lehrer.. P.E. (253) 924-6476 (608) 839-3288 04/012019 03222019 041OW2019 Approvd 1 High Strength Concrete Lintels 4, 6. 8, and 12 inch wide lintels 05212022 Yes Yes N/A WA Raveson 2017 Conrikercel Concrete ProdrucbJnn Conponenb Robert Glib THUY H. HUYNH John Hoy (8i3)659-3707 PE430122 (J52)6M6-0311 1011412017 10/13=17 10rleli 12/12MM7 Approved SubCatai Engineered Lumber Robert Baldwin@wayerhr SCesegery:etoeseal rakCategory: Products Introduced es • Result of pnur@yshoo.00m Compliance Method: Evaluation Report from a euser.corn How Technology Product Evaluation EntityCoffee— e M llNed: Erslrtlon Report upon a Florida R ie Architect or a Licensed Florids FltIB527.R1p Products ty Assu Accroyed for Use Approved for Use Design Probesbnal Engineer Sao a Product Model. Numbr a Name a az once Product Descriptlon CoNraet Exdrazbn Daze In HlV Z Outside HVHZ ImgMt Resistant _PLessd[! •� 1 MlcrodimLVL Laminated Veneer Lumber 03/31=21 No Yes N/A N/A gdrsu,AeslfMes A■rowedfocgn Apartheid for Lim ■am gmM 2 Parallam PSL Parallel Strand Lumber 03/312021 No Yes N/A N/A area Product Demarbodon Carolina algimkn Gale Inima QU1skk.Mini Beshotl Pes 3 TlmbisStrend LSL Laminated Strand Lumber 03/3172021 No Yes N/A N/A 1 Qusty Pretest or Commercial Concrete Producer Protest and Pmab"ud Concrete Lintels 06262024 No Ves WA WA 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/312021 No Yes N/A N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes N/A N/A O O C') -a C6 N U =3 O _O Q O O ^W 1 Q co i N Cn O N O O O W O LL V / W s� �e� ca- z z W J L e I 1 N �j