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Home My WebLink About3046 Lytton Hall DrABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr 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 Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector BP or B. P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KIWall 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 DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam 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. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 3c�fk IALL WORK SHALL COMPLY WITH PREVAILING REV EW -r '� I NATIONAL ELECTRIC; (00E, AND TI4L C€T ' t 'ZPHY HILLS 117111711 7E] F71 171 F] E] D [FIDOMDIELI _E:1 [71 r7l lDl 1791 F=1 I ro I III, S I� 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 7 ROOF FRAMING PLAN 8 LINTEL 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 PA1.3 j 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. NI w 'g"O w A I V (V � �y< .� • —� ` �', < FF -O "act 1l O L { xt�Cdf � o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E co Q W N O V' ODUU N X'k ci M N N N LJL M r y � T tlf rai m LL L a w W a >Cw as �a > .L 0 Z ra °� O Y w N m O W mor- W M Earn J o cL 0 N Q co Z 30 J Z �� ❑❑❑ W N O z o _1 M c, N M t� z V! LL Y t V w oa o a aO u, to o �c� M ws r o IM 9! E A WIN�- U o ¢ o CADZ w M g i 2 QE �� WK Zo o EU ? Z® o a CU o E ° U a= �Z CD ro � ` Qom w� ra in C: C U h O ° � m Q op Z U o EE aZ Z wa wr >° o a °z¢ a 03 �N .s = > OC ^L, m W \ '— m M o N M _ m 2 � �i O N � � ■_ J N T TLO r 2 M (0 � p r Y M M o z z (n p T cc c c a� U � Q p JOB NO: 20-2752 SCALE : AS NOTED SHEET NO. C S 3 v m v M 0 0 0 J L0 N I 0 i m n C a� M M 0 151 L0 N I 0 c 0 i v� 3 a 0 0 d E E O v c J y LZ i✓ �U O O U .a a 0 0 J r 0 0 0 0 a 0 0 N 0 UjW m o' N I A O H.B. S3 A 35-SH ww - ------ -- � I aOZ o_Z I I � I J- J- ��, r� N� ILE ENTRY _ L, w 1i w ON O \� 30'-0" ;r, N 4-12' , 3„ 7 „ B I 8'-0" FLAT CLG. CAFE 068 I I 4'-0'FAMILY ROOM VAULT. CLG. - VAULT. CLG. CARPET I I `le 19M C7 I ---------PATIOd �� __- N 11 /1 I I I O------------------------------------ ---- 11 ll 10 E I 1 11, I I 1 I U') 868 1l I I 1) 2:1 lo I I I a ILO I I I CEILING I I 1 1 I I 1 I- 1 -0' FL C I` 1r I 1 I I Fb TIL I I 9'-0" T-8" 2'-8" 4'-3" 6-10" T-7" 20'-9" I s 1 75 I OPT_D OPT. 5'-0" s I G DR ER VENT I S3 TH RU ROOF I HANSON BOX @ 36" A.F.F. N 00 CIOIF-: liL_ o FIBERGLASS EDGE OF SLAB 2" I I --------- -- -I 00 I d W F M SURROUND I BEYOND WALL I I I (4) 2x4 #2 SYP ` O= C7 ; ° • - D.W. G 2-CAR GARAGE STUDS W/ USP 'L-^ _ J 3S3 :IB 8'-0" FLAT CLG. I I I HTT4@ BASE g 28 52U-,_2„ 4,5.34I N Nr OWNER'S I ^~ 1� I � I I I SUITE -- - 1-AT- 0 I I I I I I P NT YN �' TIRE ILE ► I I I I 8'-0" FLAT CLG. I =w _ I I I CARPET cno RAG K LAT LG. 9 ao s S3 L - - - - - - - - - - - cc TYP @ 1 STORY I 5-SH N O O o A HA R&S S3 R&S 2668 too 60" X 36" SHOWER - - - - - - - - - - - - - - - cv 9'-4" FLAT CLG. SIN 8'-0' N 1 p 8'-34" ch 3-8. 7T 4,. 10'-4° CARPET 4, 1„ 1, 3„ FIBERGLASS -N o 4068 B.F. `r' fn 00 SURROUND U) w 4068 B.F.rM S3 LO (iN 00 00 O N to w -3z R 11 -4" `V N 2 =4'0 CD H co 1 11 -10" r 3'-0" 9�-8a 124" t 01 2668 BEDROOM 4 �, I 1 8'-0" FLAT CLG. w = O v --- 2668 . BATH- H I CARPET I W M -------R&S -- to ri -0" FLAN CLG. 1 O 1 � M�� O iL ji W.I.C. Mb� U,l m " 60 8'-0° FLAT CLG. 1 BEDROOM 2.51 00 � �I I BEDROOM 3 CARPET _ � I r O 8'-0" FLAT CLG. I 8'-0" FLAT CLG. M� 1 CARPET AC PAD M CARPET ------------ --- R&S T 4- H T EGRESS I EGRESS I I 117101103111111111101111 I 25-SH 25-SH H.B. 3 O O 30'-10" O 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 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18X25 S.H. 13 20X38j 184X374 S.H. 14 20 X 501 18 4 X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X254 S.H. 1 H3 27 1/4 X 38 j 26 x 371 S.H. 11-14 27 { X 50 j 26 x 50 S.H. 11-15 27jX63 26X621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 j X 50 S.H. 25 374X63 364X621/2 S.H. 26 37 j X 72 36 4 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 # S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 j X 711 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 I -39.2 +28.3 / -30.8 Q +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 O SEE SN SHEET HO 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 1 +34.0 / -44.8 WALL LEGEND 11111111111 Jill III MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1 ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV B 1 EXT FRAME 2 x R-13 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: �4'=1'-O" GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) KKK ?,0 W N ,-. O W '�Illr. "? O F E Ss oA�f�lltl9k To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) Q 00 � E (co v 8 O T 0 0 oC) �♦ V p N N J N - N # LL ® N coN J .3-J LL -jd ei CIL - M W rn m��_ mm Jo Wm W oar° E °' a' ❑ a z rn @ Z o � ❑ " N Q M Z 50 z °� ❑D 1 W M � N z o o z z S J M � N M z L _ so 1 T, fn Y "' o y� L 0-*U') N !2 W H O � y t6 �- W C UEel 00 1- � E o i•..^.. S ¢ m 14 tffil CD Mm M p z Q QE wo <� (- K O Z® oa �U rg N aQ i �U O Q ii Z L 20 mi C z =Q Y U RZ Co C)LL Z }� U) Q a Z 'n o U fl Q Ou d N? U jo r- w �� CZ) cfl �Y u za a �3 �N .o = N 454 E2 W '- E2 0 M O M Q C Cfl 00 co Z r*1 O N r• � T .-- r 2 M � r ni w CD O N M o E m c z z c E E O w� c`v c a U � Q p i JOB NO: 20-2752 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND VARIES w MEDICINE CABINET I 0 N VARIES, 2" LESS THAN CABINETS BELOW MIRROR /7// OZ Oz LL Q LL Q O N 04 MCY) McM MIER I 4L ILI I w1ji KITCHEN 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER i HOLDER O CV FIN. FLR. a 60 KITCHEN 0 n MIRROR O LIV ---------- i L N NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS OWNER'S BATH SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. w TOWEL BAR a ON BATHROOM WALL SHWR. o = C� VALVES w o 00 a:t CO SOAP CD 00 o DISH v r o `� o o' r co M Q TUB BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY BATH 2 INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET — 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE 0 00 LL Lr) CL GO 0 2x LO 00 FRAMING =D 1 /2" GYP BOARD - T FIN. FLR. 2x P.T. SHELVING CABINETS - V-2" �N O M N ISLAND COUNTER CD o 00 O 00 � O N N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 `,�1'��,i4 E i i i 3l fl f lJJ jPt �'`OWN \ S E U " � tee, o �. To the best of the Engineers knowledge, infonnation 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. �9 W F t E o 008 ® O � (V C � N LL M * N Y 6 d LL tJ M Q , W - rn Lu a u- a� C)zWo Z 19 -0U)a, @ 9 m m 0�q Z LL °'_@N O 2 0 NQMzz U 0 J Z < V ❑❑❑ wym W M O z J M d. N to M z U o QJ U' Q O N N � w T c o N Ufa f6 ~— U 00 w m E2 E O 8 xl! _ U o c `j' ¢ r — 0 O o w Mz M J o S U- QE O E ¢ z ❑ oo � cv Q� Z® co 00 V ¢r DU 0 04 CV �Z ao wz - c < o� �m m o o� Z <W co 010 o �0 Q �� Apo a .w r� �z J <Y = 3 a O ;O a= 0< 3 0 CN = >� ili '> Ch O OL L00 O C- .� N J T— LO C'7 w r- w O M o co0 C z Z E O E of o. o U 0 D Q 0 c a) JOB NO: 20-2752 SCALE : AS NOTED SHEET NO. 2 (+1 ") 6" SMOOTI• TEXTURED BAN T.O.M. -- HDR HGT_ — 0 bo 00 CO F.FL. FRONT ELEVATION - B1 24'-0" RIDGE VENT 12 5� SCALE: 1 /4"=V-0" — _ T.O.M — � VV-W -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —----------------------------------------1-----HDR HGT. --__ F.FL. LEFT ELEVATION - B1 SCALE: 1 /4"= V-0" I. - General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. Q� 0 0 "E�! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, N F Q cE OD a0 E OD N tp n O O O Of cP N Oc+') o r C.:uk N N N LL M 6 -NO J *k W H .�+ w- ll. LLJ tL � Z 0 MN " W N �D)U, aa� v co �CC O o W W No m a) m O C N m pp W W Z 2Ec' Jpd N a V Q O N Q . ti i g z a � Q. E o .10 >N Q N own- O i= V MO Z® o a O co (- C O X U a< L) OQ N v o ao 0 az ¢� fufu W C - C Y " o O, z� Z C')og aZ o� z ao C)< 'S it aLL Z o w w� 7� �o CD v 10 Z 6 o� U CV > rr, L m > '— 0 r( C10 O o ^ C o a) m Z i O N O r rT I co � T_ r w O N M o Z co O N a E U N Q p c _J JOB NO: 20-2752 SCALE : AS NOTED SHEET NO. 3.1 12 5F::� 12 �5 6-10" 6'-0" T.O.M. HDR HGT 1'-O'er I EXTENDED OVER TO BE — — CENTERED ON DOOR 28'-0" RIDGE VENT T.O.M. HDR HGT. 1'-0" 2'-6" TEXTURED o CEMENTICIOUS bo 00 FINISH ON C.M.U. CD (TYP.) REAR ELEVATION - B1 12 �5 — — TEXTURED 2r-D,r CEMENTICIOUS01 FINISH ON C.M.U. (TYP.) F.FL.-----Ll------------------------- —t—---------1--------------------------------------------------------------------------J---- RIGHT ELEVATION - B1 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION *G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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. irzOWN �r 4,t .� G6 to ifPl1!!!Ilttt 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. N F � E O C N Co oWp O O O m W N J qQ V ir� CO O eq N N 0 n LL w N J N 0 � J -J LL -J a ILL M Q Z N W I N Q>j C- IL - ern `Z$ xx Co ro o m m o N W �p 'a 0 2 E T m CIL Z LLW _,I]cL 0... N 0 E 0 N "IrN Q c o Z U 0 J Z �� ❑�� W 2 "C, z o z M � N N M z .O Cn Y w O Q V1 N W F- c a � 2 Uft r o U Co w ~ m E a g = U o c C11 0 —0 Q � o 4m co M w Mz o Z z � U- ULce E w¢ 2O K }N O a. O E U �� z i �® Da (— (6 o E U X U a0 o U O U °a dz ZN L co Q O �w m 0 M C/) C za � y wo r° O Ili Z N ¢w Cf)_ 4 0 ~ Y �3 o J w� >O CID R a o3 2N 0 = L / 0 M > C`7 ,.N Q 0 o n o — Cfl m r--. r 04 0 O o) .T N t— r T i M T O CM N o E M Z Z E Q E M ¢ o JOB NO: 20-2752 SCALE : AS NOTED SHEET NO. 3.2 11 ill, 1 I .I A[ 1 4; IIWA,- JJ•-Al, il,l I.G,I I 11161I1 . 11111, 1a11 A 11 LL I I , I. -III.I �' I I I I I I T 1 211 iv fV 2" iv eo CO 1" VARIES 'NOTE: FOAM TO BE USED ONLY WHEN - REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 2" 12 1'-10" - `„ 12' CAP 1"RADIUS 1/2" RADIUS 3 1/2" RADIUS 3/4" RADIUS a 1'-54" Ala 1/2" RADIUS 1" 4" VARIES VARIES T C''' c8� MIS CAP iv co 1'4" 0 M 22 12 1 1/2" RADIUS VARIES VARIES r 4" 34 a MI V' -a � HIV ,- 111 41 4 �— - � IV N 00 3 N 3„ 'a" a a VARIES ,,, z 2' 12 ,,, 2 SIN C'7 32' 11" 32' 1" 1" 1'-8„ J 2 1/2" RADIUS BASE in r LO (V BASE a I • ^CV 4" 12' "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2 _ �N 1'-6" 1" 1'-4" 1" r(— 2a" • � 1-1/2" THICK 1-1/2" THICK 0 N 101, Tr'i 21r., 4 10" 6" N 3_', a 2 N 2" 4" 3" 6" 2„ 2 N W W 2a' 1-1/2" THICK 32' =a T M 2'4" 52' 1 5 5z , CO -IN I!7 3" N � rM a a' 1„ 12' O VARIES VARIES 1,. 2 I i iv I • VARIES VARIES Iz c� ; cv I 00 � 1 ,Q6 "2'4" ��' 3.. �� a .0 1, 4, 6" 4" 2 KEYSTONE F11 0 = OPTIONAL '- GARAGE DR. OPENING 4" KEYSTONE F11A 00 OPTIONAL 3, 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14 14. 12' 5a" 2'-1" 1'-12' a" 00 1 " 3'-8" 4" 3'-0" 10, 1,_4„ 4" 101, o 7 N iv CV (0 N CV o0 0 I ih ih r • 2 N� EM M � O =v I I - GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) ACRYLIC SAND FINISH 11i11 tPi11l/q�� xo%1 voRO WN SE �. ROFESSIA 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 N Q pE 00 U O O p N# J MNO ^TN # 0N0 t� a LL N J- uj C" W h � � C, � - EL < .13 3 I% C":> o WO U O m m J W W _ lu Oro m 2E01Q' LL LL z �9No QS� NQa)Z U F J z ° 0 ❑❑❑ W c� z N o � o z V J M � O N z F o LL 1 ' T 'V In Y W On ® d a 0 QLL! V1 t� � c o 2 o 1 C3 m ID w r- M e O 8 o f•-... C) 'o J U) o • ®0 o (� W M M oi¢ Z ¢ Z � J LL I_ O > N GN Q E W Z® oa F- ru Xo &a 0'0U < oz O N o �o a Ww n3 C"> Cy - C <o z 12 m0 o CLL z z11 J 9 � Q W a' N < O Q ZZ o 0 ¢ U Uj i2 � U LL Sao a N F �- aLL z a¢ r3 JO � z Ia XO v u 3 0 �N = > I..L- nL` m co W / '— co C7 CM O CD M _ Q C U C:) CL `.� ON .zt r 0 ■� J N T r I M� O r- O N r EC")o E Z as Z E O a U Q p JOB NO : 20-2752 SCALE : AS NOTED SHEET NO. F 1 F< d. w W R 3 v m N v x 0 0 J L0 r_ CV I N m C 0 0 J L0 CV 14 c N i v, 3 N O i a E ai E 0 S 0 v G J h N LZ In s U v c 0 UI N U 0 rZ i 0 0 U J U ti C) 0 0 0 d 0 0 N a� S W 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 10 #14 copper to lights & outlets NEMA t 200 AMP 10 #12 copper to 20 amp ckts #10-2 copper to WH 10 #10-3 copper to Dryer METER MAI N G 2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED-----_ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY 1 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET rw SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH '4 � FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN (O� EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kP PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT PATIO GFI WP GFI DISC. AC PAD n CAFE FAMILY ROOM -------------------------- ROUGH-IN FbR \ \ OPT. CLG. F�N/ LIGHT \ \ PRE -WIRE � I I \ I \ I k � OW� R'S I W ITE / \ I it I G � ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE W.I.C.--\ ONE PENDANT AS PER SPECS ------------ T-0" ►1 I -- =—J DISP ' FI ---------------- O DEDICATED RECEPTACLE FOR MICROWAVE RANGE I(s [HOOD PER SPECS BATH ROUGH -IN FOR OPT. CLG. IAN/ !� LIGHT PRIWIRF; � F BEDROOM 2 k S WL1 OPT - D. H. I / ENTRY WP 1f.jLG FI —E (� IRRIGATION GFI @ 44" A.F.F. W.H. r- - - - - - - - - II % 11 1 I I II I I I I I I I I L 1 J W. GARAGE I I 'GARAGE j DOOR LIGHT AS I GFI PER SPEC % I VP GFI 2- AR- RAGE' I A.@F. Q Zw I °a I � U Q I 2 I wL L - - - > w GFI @ 44" - - - - - - - - - - - - - A A.F.F. HeLLL� \ 0 S.D y ---------------- qP EDROOM 4 ROUGH -IN FOR G , ROUGH -IN FOR LIIGHT PRE-WIRL� E D �OO M 3 OPT. CLG. FAN/ L \ LIGHT PRE -WERE VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" 0 N O N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q �r W O ',Do W� 10 O O O 4k Wtqi V 0) t0NN CO) CO M M 'D J " W LL J * :A jcn �LL2 � rL LL a. , LL a Z 13—fCaq)(5 CIL ui CCON >mLL vrn� W C aa� 0 it o - `_j m m o W C N 2ETo) oa. Z Q) 9 ZV Ci NQcoZ O N V O J Z ❑❑❑ W M � M N _ z a Q J (h d N N (7 Z orrmql u- 4--J f>3 W o � Q N �N W F- L'- E 2 o tl�6 r_ U m W � a- E2 E 8 S £ U o to ° c x a c" sm o t0 J W M o z UL I_ w� QO zo QN Q E COU Z® ]a 00 H C — E o< a O, &a O ¢o Qo a �w rp in - C n� O °, z N J m a S ¢w �z IBMO N N o� oLL� z go mw U 3 Kf� ao oZ IT r3 O Jz < r = 0 Y O CO C zla a � 3 0 ACV = N > lit AL+) 0) ca W >W '— 0 CM 0 L 0 L O m 2 N T O O r T M r E M o � .0 Z Z E E O ECa w � `m c a U _j Q p JOB NO: 20-2752 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) *'NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. 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. kO W/yYm �F N-c N In ad ' F f•''�✓r.�O�ESSIQ Fes. r,�s��fl�t►!II $ I dN411��'� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W W co N O V N 0N C?' ( J / O M r Nro LL V d M � J w 7 ILL N 2 lL rL tp M S W rn a >5) gait � � � it 13��4LL Z C) c v O O Imo i W� E r- 4 o co Z ��`jO 605 QM¢ F- J L 3N °U ❑❑❑ W M a- z z o z � J M ¢CE3 a. N M z N .o Q) CD _ LL ° V w O � n 'U a 0 w � to o �N a c) Cc w m F2 E O = U COCW Q 0 ®Q o M w M M ¢ zo z ¢ J S E z¢ oo o ¢ c� E o <_ Z W O E R0 d< °z so O< az N ru N ¢o �w i =:, r6 C _ zz¢ sY �0 m0 Z , Q a a� rAZ 0 MENQ INCi 02 O <0 U t/ W CZ) a �w =3 �9r �0 as �Y 11 z< a _r 003 =N 0 = >cc > '— M O > M ,•-. 0 nC' v O N r p .� J N T r LO T + co d� 7- T EO C:) N 0 E z E O ;_ d o a cc U _J Q _ _J JOB NO: 20-2752 SCALE : AS NOTED SHEET NO. 5 I i 1 —I I i -- — I - H II it if h A III il'ii i Ii.11I 1 ibt'i 11r1a19I 11 A 'ir I Ir i I I I I I 11 1 1 1 _F 7 1 —F-Fl _T 1 1, I I i 59'-4" H.B.+ I 3-0" 10, TYP L S3 2-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. r INDICATES FILLED CELL w/ 3000 PROVIDE %2" x 9" `' (2) #5'S o R r PSI CONC. GROUT FROM FT. TO ( RECESS FOR FRT. DOOR d -3 1/2" SLOPE `! 7 STEPS AS BEAM W/ (1) #5 REBAR VERT in TOP OF CONC.I PAVER TO BE 4" REQUIRED I ABOVE SLAB TYP @ALL BELOW FIN. FLR. 2'-0" 1. 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" PER FIELD 0'-0" I PLACES SHOWN HOOKED FTG. I r` CONDITIONS DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" CJ C - - - - - - r — - PROVIDE D"RECESS I I-----------------� HVAC CHASE AHU -f- — N TYP FOR SGD. REFER TO :^ MASON'S SLOPE FOR BASED ON I 17 1 1LI o S3 '- I WIDTH in LOCATION i I \ W.H.,/ ' 0o r I I // I I i' L- 1 (2) #5 REBAR O3 1/2" 32'-84" — `� , 4'-8g" VERTICALS w/ in L_ FILLED CELL I I 3T-52' 21'-2q' 64" 3'-8" I 7'-8" I 1 2'-1" -3 1/2" SLOPE 7 4'-0" -71 G I I I 60 LO S3 — CJ CJ �� _O 1 11 1 1 1 I L-) 1 ICJ CJ l;lOr-PT-=. _D- --I --�_-_-�-� — — — --------- — — t4 JI EDGE OF SLAB 2" -K 9 o o _ KITCHEN r-- � 1ASE 11 1 ISLAND �r� BEYOND WALL I IN I I� 2'-66"x1' LOW WALLS 11 IL- ==----�SJ 1 3 LJJCJ LLJ G SINK w/DISPW/3#5E.W. r S3 N 2' lIl1 S o o 23'-11" 2'-10" 4'-14" 1 It_ 1 1 11$' `9 (2) #5 REBAR A S3 I " �I K VERTICALS w/ in I =� I S3 FILLED CELL C� I CJ CJ CJ I11 I I__ -I CO r -T - - �� - - - -I I 1 - - . ao N ----___ r—^— —1 0'-01,CP L-- ;'`r' u M 13'-54' 7,-2" 1 �i CJ CJ _ CJ _ I CJ CJ C� M I a r/ I� ° 3-1/2" MIN 2500 PSI CONC 0'-0" 1 SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER / 1 °b° (3000 PSI CONC. SLAB FOR I 1 ih I r�l I 11 I HERNANDO COUNTY ONLY) I o� L-------i---------- y-----1-- ---------------+--------- J M . . N id j H.B+ -2" -10" I. 4'-0" L 3'-1 FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN a w Z ¢� —�-- w cn CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ; ♦•\' a \•\• .\• +,i,• ♦•\ -#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" v • cJ �� 0 C9 •A pear qF Sa101, 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 Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) ly F- 00 E 00 o vE'CO O O O m u) N iL ,q 0 M N CV C ,n N LL t` N # wa ti! � �2s u` Q N M Z W W aiPLL55 C aL z U)-, 0 a o wbo m O Wmor-CO Jo a. LLW �rna) N Q M Z U 0 J z U ❑❑❑ W z N O m NNQ M CZ O Wv) n1 z o // W V^^ LL (� Vi Y w - 0 o Q uq w F U 00 w rn Q /= V `) �q c � Q o O sm o C.0 w M z O y ZZZ ¢ � a E Q E� �o o � Z. >� Q � Z® CM .-. C O m C� I-- _ N T O O o .� J N T r r O C4 M o CU :3 M N Z E O - a o . v ¢ o JOB NO: 20-2752 SCALE : AS NOTED SHEET N0. 6 In\ T\/n /'7% UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d R73 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH, /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 1 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD76 * 6645 5650 7/8" ANCH, 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** — 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" 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 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (A) I OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (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 1 OR 2 PL_Y CARRIER—t (A) INTERSECTIONS. SPLICING / 2 x CO T LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (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 I SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: %4"=V-0" e l; `mot J �.- �. /y+��• . O" Q N\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) //W \ E 000 0 V N 4k N c> 6 f 1 0 7 N J p a) C: u w 0) 0) .A LL -j a. co Q y W - f, ��'iL � adLU Z 0 o , (,Dr _ m 0 m�� W W LL IL mo��D 2E°'a' Boa rn'rR-�oL 'C Z No N Z-(M ZQ U J Z d (.5 ❑❑❑ W IEEE z N o (D z o v Q J ("1 � N P) a u- awl l� - CS z n V CS Q Q Q> O N —" , U E � � o wa � c..a m w m r — E U o y C U) 14t o w MN o Z U- Q E 0CU zo wz � >N zo aN z© oa C XO00 ¢ G .O O ¢ r4 CD�z N � wz d i (v C _ C ¢ o x 0 m O 0, z, (3)�'m J a"' ¢w gz ul N 02, az a� �E aF CD <t 5 00 cN 0 = m M O Y/ mco O T TVe O J N T T LO ~ 0 O N T E CM M o z z E O EL E U 1 ¢ p -j JOB NO: 20-2752 SCALE : AS NOTED SHEET NO. 7 j b -- ram 7TTTf n , fi�I i l :Ta;- i ILr'fG, Ali& Al U, i,i. h.Ih I 1—.,I—.Fl r� Il,.. it lT.,,, 1, -1 ; 11!�G r, v, m it v v x �o O J rC"! r` N Cn c v x �o O J tp n N 0 f c c 3 FU- Q c. E f— N O v c N ti U E c�> I U N O C s 01 d 0 0 0 0 N O N N r 0 m r� GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load < 1 .O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T O © © O p 0 p 8RF14-1B11T 8RF14-0B/1T 8F44 1 B/1 T 8F40 1 B/1 T 8RF40013/1T 81=321B/1T loll FORM & GROUT SOLID CV Q O .= W U O #5 BAR CONT. 8F12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. FORM & GROUT SOLID CV Q O .= W U O #5 BAR CONT. 8F12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. i O 5'-10" LL I T rr- UGJIla1VH I IUINI F = FILLED WITH #5 REBAR AT TOP IN. (1) REO'D ALTERNATE POWERS GROUT / U = UNFILLED a ° -1/2" R=RECESSED CLEAR STEEL LINTEL QTY. OF#5 ° O MIN. REBAR @BOTTOM ° OF LINTEL CAVITY d M.U. #5 REBAR AT TOP 17'-4" LL 4 w 4` ° MIN. (1) REO'D Q 1-1/2" CLEAR 8F16- B/�IT ¢ Z " a ° 4 a Q Z � a GROUT A' t QUANTITY OF ° 5 REBAR AT U)tNOMINA T ~ J z WIDTH #5 REBAR AT O BOTTOM OF a w d - 4'-6" LL TOP o LINTEL CAVITY w V O L n \� ` \� NOMINAL OTTOM o it U OLu " L HEIGHT REINFORCING ¢ ¢ C1 z 7-5/8"ACTUAL PROVIDED IN z LL o w D D 8" NOMINAL WIDTH LINTEL � N r' �o A, �n #5 REBAR AT BOTTO AS INDICATED (VARIES) r~n Ds 0:p0 MATERIALS c'1—f precas T1mels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to 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 O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" V I;'a �k�SC6BFf!'6 C xf� O V,�At *,�� e C14 tell 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. M W E 00 N fp (� J co) N N N ip LL W N LL�� v_-J a U? NLL Q ai 2 e a C:' Z ro�v 0X mo X00 M m .Fu W O r- IL Jae V N ¢ =) O Z I- U I- J n Zp Q ry z@ D a U H n7 R0 ¢ < 0o 0 , Irm CDraN ro Z o W Z . B fn ¢ p � o m 0 F 0 CZ J a S ¢w Z z cn O z0 ¢ a Z v <& O oLL ¢CD r S3 O zla < 0 3 �N 0 = ca ■— ca M O > cM Q C n U (0 p r- .� J N r T r I M � r 0 M `y W M d Z z E O y ro c d E U ui Q p J JOB NO: 20-2752 SCALE : AS NOTED SHEET" NO. 8 i NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECE BER 31ST 2003 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL R ENERAL M ( ) 0 0O G CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ad. (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 AND FLOOR TRUSS SHOP DRAWING ARE TO BE SIGNED AND SEALED BY A ROOF N 00 US S FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, RE AND CONNECTIONS TO 0 BRACING REQUIREMENTS, SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 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) : 3 112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOW : 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 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 including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfiil is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. mBust be removed be�ore extenorpsot treatments. along the foundation perimeter 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 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. \I►[QI ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. , '0WA i SSE jo, 'r L ' o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W IT E N (p o�p p OO ,, N U) � J r`, N C� N p LL C', !, 0 _jci -r w S LL - LL LL� a M Ul W ' uu ZZ CLL ��rn or OP@ o W 2 _ m O m0PI. m� W 2 Ema, o a m ILL Z N Zif co Z U 0O J Z o� ❑❑❑ W Ur M M .- N M z 0 8 z � M QU) ^N^F,, z o C D_ T Vi Y w o n Li 0 N LL, � c o t� ,. �y m w rn ,- ` E - 0 8 o .. I V o us c Cl' 0 ° em o w M yQ Z Z U_Z E �� Z a Q 0 �0 =o 'T m O E 0 °�� 0° o N r0 It az z ¢o a - Z INNER m cn C C: y mg o °E Z ZZ, m Q Z � o� go a �w V aNON w� 0 = _ C:)¢a �o �w _< a °3: .o =C4 = W >� @ W \ / '- m 0 CM M Qco r m : CD (� J � T L O r M o N r w M o E m z � 0 v, � z @ m IL U •• _j 'a M Q p c c JOB NO: 20-2752 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE - - J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX C° PLYWOOD OR 7/16" OSB + _f /+ + zo . . . . . . + + RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —� 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high Zor-20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER O CV H C G O O O Q 1'-0" L o ° ' , O Ln In IT U 0 • 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —� 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high Zor-20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER O CV H C G O O O Q 1'-0" L o ° ' , O Ln In IT U 0 • 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. 1T-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 Squash block / (2x4 minimum) I Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls j, u"/ Provide adequate bearing j for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90' HOOK — BOND BEAM I SIMPSON MGT w/ (22)10d w NAILS TYP. GIRDER TRUSS j STD. 90° CONT. #5 BAR I HOOK BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4" max. 4 Clinch nails when possible f Tight fit u IJ 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth I End Intermediate BCI5000s® 9-1/2" 1 2-8d 2-8d 11-7/8" 2-1d 3-8d 14" 2-8d 5-8d BC16000s8 BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 14" 2-8d 2-8d 3-8d 85 d 16" 2-8d 6-8d 13CI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �— blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. A 1%" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6 6' CANTILEVER LARGER THAN 1Y" 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 1Y" 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. 1Y2" 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. When joists meet over wall, provide �1 3/4" minimum bearing for each. 5/8" 0 THRU BOLT LC SIMPSC w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p `depth e� I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL tzg Y i g FINISH GRADE SLEEVE THRU STEM ° ' °' SEE PLAN FOR °. . ° . • e FOUNDATION INFO a ° °' ° STEM FOUNDATION GRADE REINF. SEE PLAN 'I' b r Iri IirL —'i- �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�� LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION d -I II ME �I I_S_... • 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ° II II III=11 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 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 ° I -1 Tr r- SEE FND. PLN. SIZE & REINF. I ' l ee nl/dlel t5if CFFi�<krif e��j�s��l�9 r ! ��l cJ <v�,c w Cua d FLO 2 %`�plf l!4€tetti�►tt` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 00 8 pN I N n J V M N Co LL O d J�-No - # W LL N LL a - , co u M I W ' a emu-aa� z 0WgoZ MW@ d om O i_mW '0t W ¢ Ern°' Joa z N Q M ZtL IL U 0 J W (D CV O � N Z a z o Q J f7 N t/) z o � � (D V) Y •O w YZ Um X_ C? m w r— 2 E o g = U o y ° `� $ ® 0 ¢ O CD C JZ 2 M o zd J , � QE O E U w ¢ Z a w0 1 > N Zo z" oa Cho CL XU 04 � Up UV 0< O E �'z Q &< wz L . U c O Z2 = O y U i m 0 o 01 Z U N J m ¢a0 4 W �z Q o� LL Sz a N W F CIO 5 a UO3� 0 �N = ^L1 m m W m 0 > M C^ V W m = N T O O r r T r M � O O N E c M N Z z E Oc d U Q p JOB NO : 20-2752 SCALE : AS NOTED SHEET NO. SN 1 i 7VIF -- 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) 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! (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. _J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TIDWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING (ALT: 1/2"x12" TITEN HD @ @ 3rd FITS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION 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 AINSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10) 10d 5/8"° x 10" "J" BOLT @ 24" O.C. W/ NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" �' T 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (1) LAYER TYPE II #30 ( ) UNDERLAYMENT FOR ROOF CHAIRS P 6 x 6 W1.4 x W1.4 coco (TYP.) WWF OR FIBERMESH AOR ELEV. 0-0 (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE PITCH > 4:12 ° a ° A.F.F. 5/8"x10' WEDGE ANCHOR @ 24" 2„ x 6 W1.4 x W1.4 O.C.) WWF OR FIBERMESH INCLUDE THE WALL ATTACHMENTS 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° ° a (2) LAYERS TYPE I OR TYPE If 4a FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. _� _ _ - m . .. p ° ° I= __ = o I TITI , t- �II1=1 I1= o • I =T�1I T ° a ° ° a ° ° ° ° ° ° a a 16 ° ° ° ° ° ° O ELEV. 4-3 1/2" a O A.F,F. 31/2" MIN. ° 31{2"MIN. ° REQUIREMENTS SEE R905, PRE ENGINEERED WOOD TRUSS @ 24 O.C. U.N.O. Tfi= I I ° _ _ _ _ -(Tf-I I = _ _ =III= = I=I Tr- I I ° ° g ° 2x4 COT• ° ° ° ° a ° a ° ° i I° a ° O o N p, - - _ ° 131/2"(min.)- -� _ a -� • 4" -� i/ _ ° mI I L(-1111=' 1/2"(min.) co p �' • =T 12 HURRICANE ANCHOR @EACH III- I �) ° ° ° ° ° a GARAGE DEPTH VARIES ° 31/2"(min. - 4" -I (T= "(min..). 4" ==I I - ` (TYP.) VARIES TRUSS SEE UPLIFT SCHED. W/ ( ) 8„ _ ,--I METAL PL. UNDER EA. TRUSS ° g MOISTURE BARRIER (2) #5 CONT. 1 $U.N.O. (2) #5 CONT. 4��1 �'-4��"rl TYPICAL INTERIOR BEARING. IN. INSULATION LE SHINGLE ROOFU.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rB"'� MIN. TYPICAL BEARING WALL STEP SHEARWALLrc`�� TYPICAL BEARING WALL @ STEPrCC 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"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE AR E GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS 4" 0/C @ ABOVE W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS 16" O/C @ �N��s SCREWS @ 7" O.C. SHEET 2x STUD LOAD BEARING OR INSULATION PER FBC AND ENERGY goo �\N�6 c 1 ROW 2x BLOCKING MID HGT. () @ CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. (2) ROWS NOTE: 7WALL INSULATION PER 8"x8CK KNOCKOUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS () @ APPLICATION 3 FITS SEE SECTION C/S3 FOR 2x BLOCKING'- 3rd PTS FOR HGT. > 8'-6". CHART ON FLOOR PLAN 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 1x2 P.T. HORIZONTAL SEE CC/S3 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 Fi00K DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT x W S BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE 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) „ „ TYPES MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ 10 10d NAILS EA. STUD ( ) @ 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR 3500# MIN_j /r. TENSION 2600#) O SIMPSON SP1 6 1/4"x31/4 TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 E w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r v 1x2 PT WD FURRING @ 24" O.C. ARCHITECTURAL FINISH TYP. ASSUMED FINISHED ' ` GRADE E - - ° ° ° . PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE LU GRADE 40 MIN. Fy= 40ksi a ° 'k p• (1) #5 VERT. IN FILL MONO OR STEMWALL r .. ° - -0 .p FINISH GRADE °' 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. F - 60kz y- ] a gI 1(- D T I o • 1 IT ]�E 1/2" GYPSUM WALLBOARDZ ° , = I U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN p p °o o- FOR CLARITY 1> - - - - - ° _ _ _ _ p p o ° P = = - (=I I= I=I �- 6 MIL VAPOR BARRIER ,� I T 00 ° I - I I = TIM TRI;- �, z T #5 REINFORCING BAR R 1 7/8" T 1x4 P.T. BASE NAILER 4"x4" INSPECTION ° zr. III=1 I=1=1=1=1 1= D D° - - = - - I=--111=1-1= M I I I • _ _ I� I 0 1= T #5 LAP SPLICE (2) #5 CONT. =1 f i ri 31/4 BASEBOARD PORT AT EACH NOTE: ° p o I g III= = = = = 11= i" FOR BEARING WALL =III=III=III=III- I-1 T I ° COMP. SOIL. (COMPACTED TO - ° 7� I�. III- I 36" MIN. LAP [36" MIN. LAP] ON 3 CHAIRS (TYP.) g 1 4 g MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _- -_ _ -_ I- _ 95%MODIFIED PROCTOR ASTM 1 = _ T� TI1 TIT -I� �� II I TI--�TIT� 10" MIN PSI MAY VARY PER c� AT GARAGE CONTRACTOR _ _ -_ III= = = = I =1 I =1 = = 1=1 (= 1= = = =1 =1 -I 1=1 =1 1=1 1=1 1=1 -I 1=1 I 1=1 1=1 1=1 1=1 1=1 D1557) - 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR =1 I_„-11= �- - _- #s LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE I I -III -I - -- CONCRETESLABW/6x6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING ("E� REBAR DETAILS rF WALL W/ UPLIFT K"G� W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" ��3� SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" ��3 E SLAB INFORMATION. SLAB INFORMATION. Z r 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 ° =1 oo = -' 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 ° f 'r I I - - z min.) 4 1 Od NAILS TO TRUSS FOR TRUSS ° . e BARRIER D , C 1 I � • • r a _ ' a GRADE AT 24oO.C. MAX. SEE PLAN FOR CONNECTION INFO II COMP. SOIL. ° (COMPACTED TO 95% _ I = - a oo - - - - - _ • _ _ _ _ _ = a - - - - Tr 'rl I -I I I-m & LAYOUT DESIGN a v -- p - N �t TOP OF BEAM I I - _ - _ (1) #5 REBAR w/ OPT. _BE SEE ROOF PLAN - - 11-1 MODIFIED PROCTOR ASTM D1557) _ 1 I . , 111�(��IVCLOSURE s - _ -�" (2) HTS20 FOR STRUCTURAL N 3" MIN. CLR. I I - - - fi BEAM SIZE & CONNECTION INFO I (2) #5 REBAR CONT. 1 Y 1-4 STORY) ON 3" CHAIRS TYP. SDEDA9 HOOK (SEE 4T` ��T M - 4 1'-8" 2 STORY U.N.O. ( j MIN. 2x4 P.T. PLATE/ I 2x4 #2 SYP P.T. FRAMING w/�� - a 6' I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 s - 8" TYPICAL WALL SECTION rA`�� TYPICAL THICKENED SLAB EDGE L °s.e. z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 '- " SCALE: S3 _w �- ¢ SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION Q � SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w J 6x6 P.T. #2 SYP SLAB INFORMATION. „ HOLD GYP. BD. LLI rM 1/2" FROM SLAB ABU66 SLAB STEP & RECESS S.G.D. CONT. BEAD SEALANT _ �� SCALE: 3/4 -1-0 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND0- -I ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • : ' ' : INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE WALL AND PAVERS /DRIVEWAY EXPANSION JOINT _ , `. ° -3 1/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILLASONRY w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS d GARAGE ATTACHMENTS & 18/D1 O.C.00 PAD FOOTING PAVERS z 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 c M EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD •. ..' = `� "' y STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r • -' I ;1Tf I I � TI I ` Tf f-Tff � I -"� -I I I__ r _"T�� I • '.. - , '- PLATE TO CONCRETE ON FLOOR PLAN -� SIZE VARIES PER PLAN M oo � GRADE - a -j - -_ -_ - a . , .. .. TIT .' :, ,,. . � '. 4" - co •' .y... _d, � .. ' :� • - � oo (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB-,,,,_E _ :q. w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR ; • �.; I ;: .� �„ T `_ 6 6 W1.4 W1.4 �, ° _ 1=1 I '.: • • I r I-T I- ��I I ' a - °' x x ;I T WWF OR FIBERMESH �' SIZE AND REINFORCEMENT) c� ° ° • w •� .� - _ co E_ _ - A PAVERS SLAB a w-III III=1-1 1= z O w v) -III= ° TIC Tff=_� III •' + : TI I T .. ' ; tom) I a �I TI=TI� - - BRICK or PER O o _ a =- _-_ _ z " �, -__co SEE A/S3 OR J/S6 I I SEE Al OR J/S6-/ I =III I I ITI . r-"' - - Cl) 6 MIL VAPOR z_ ! =I -I -I L - - - - trI =1I _� fT=ITI= = I 0-0 FIN• FLR. COMMUNITY SPECS cUn _ _ _ _ _- _ _ _ _ _ -I -I I -III -I -I -III-III = W I I -I 1=1 I -III -III I I I-1 1=1 1= FOOTING ,� FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3' MIN. CLEARANCE BARRIER-_ =11-I=� 1=Th 1=11 11 I I I-1 I-' BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) _=1 � t I- - I ;1 _•r.: `:'..` ' I -� I I -III -Hill -' ' PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" (2 STORY) V-8" (2 ST RY) 4" 4" .•'� •'' % ' SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH • ' ' ' '• CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. ,F Mili€aAlnI"IlP�� ROW e V �Y o' \ n4-- p v a "`-•C �a f= L 0 S 5 1�0 t ,� ,Ft€ti 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 t E N OD 00 8 N o0o m Lo O W LL Y"'�n 4 y W 9 u- u- a In (ii 13 Q y M W ' W > U_ - (L 0 �rn0 W ° 2o_ � m o iz 12 M01- coo B Z LLW M2�a0 toa N Q C) z U z 0000 W M � � O z g d N N M zC1O o (10 •O ClD Y w o o a N VV) w c o N o �,.. � � U m w m L o i I : U o o co Jz w M M ¢ o9 Q E � OV o8 a� z® CO g O UO � a¢ °a o E 04 � 1..1� L > '- 0 M O > M l< C U 0 O m co N O C) r L o r C10 o N r ai O cY) o E z E O z m d � U _ � Q 0 JOB NO: 20-2752 SCALE : AS NOTED SHEET NO. S3 (MONO) - -i 1 I I-l.:iI'I s�Ri:L! 1.1 lu Ii li L. k II. 3 v x m v= v 's r7 C) 0 a J LO r N 0 ,r m > 0 M 0 J N N i _ 0 3 a 0 i d E Q v J y iZ 0 U v U i 0 i a 0 C 0 J ff 0 0 0 0 CL 0 J 0 w 0 m d v N 12 \`\NP) SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/81, 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 2 1/4" TO DRAIN DOOR OPENING DOOR OPENING 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. 14 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ 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 4 NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT :::zz I 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.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ✓ ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4, ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a o ^ ,- G d a c d a Q a a G d 8 STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN, TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9112" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J Q T W T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 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 a a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. t �O� N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a iARAGE OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3} (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN 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. OD SIMPSON HTT4 TYP. OA 0R U.N.O. SEE N/S4 F4'�NO ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. SIMFpSON SP2 w/ (12) 10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE 7 NAILS TOTAL) EA. SIDE OF . AB., SPLICE STAGGERED • �,ti 10d @ 8" O/C 61,ST, . �-- ATTACH ALL J EXTERIOR STUDS W/ Yl6d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD 141-11 TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. vy /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 LINTEL d �Q d. SIMPSON SP4 —t TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING INTO TRANSOM FRAMING SIMPSON RECESS SP4 LINTEL SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U ? a 2x TOP PLATE `n V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR SEE A/S3 FOR—\ PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) • HTT5 w/ (26)10d NAILS (4670# SPF) a ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 wl (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 wl (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 FOR DTT2Z USE 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 wl WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE v i 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 ROOF TRUSS ABOVE 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING __M N M 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. .� O FLO . 1/11111111000 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 r t E 00 pop N # N CC)' 0 0 O m U J O N r N 0 W w M a J W di d LL u- LL � co � w vi �U_ aa� Z �crn 0 W o ca�o �mO W IL CL 2 E1'°' J ❑ a MQ Z N Q co z Q O $ U ❑❑❑ W M LL7 M � N z o 8 z `r a Q M a. o N o � _ LL C, Y w o p ¢ y� JL 0 �cN U1 w F c E o w T w � m E 0 8 o ...., tle o `` e m ti o � J w M o Z z¢ 2 E E � za wo z zo <® Z� ❑a co H'd K o o o z O o¢ ¢z of z d CV F L :9� =� o ¢o ¢ ms C/) _ _ C . " "m O E �r z (3)<W J �z CO ti ¢" 02 z go U3 oo a � o az wz =3 >° � a �N 0 = E ccc W '' cc M C) > C 0 U m �M/� mil/ M 1. T CD = J QLO f T O O N T ai w E Z E cocN E O Z FL U _j Q o JOB NO: 20-2752 SCALE : AS NOTED SHEET- NO. S4 Ii ri-Vi-il.ui.F T'ollt OEFF-FRA r r I; i i,l SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 wl 6 10d x NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H1OA w/ (18) ( ) 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD SHEATHING DETAIL 10d x 1 12" AT EA. SEE STRUCTURAL NOTES (USE BACKNAIL w/ (2) 16d NAILS SIMPSON HtOA w/ (18) OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA TOP CHORD @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24I O.C. SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROW 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 48" O.C. EACH JOINT W/ 3) 10d ( AT LEAST 90% OF WEB @ 8 -0" 0/C. EXTEND AT LEAST 90% OF ' MAX. & (2)1 Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR 1/16" EACH JOINT W/ (2) 10d FROM LEDGER TO : ' J OSB SHEATHING & (2)1Od TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) �� O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER „ „ „ 5/$ x 10 J BOLT @ 48 O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 wl (8) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE; N.T.S. S5 SCALE: N.T.S. S`J TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS x SP8 FOR 2x8 WALL) j / S 2) SEE STRUCTURAL NOTES x 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 FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. �p 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 Mi�V 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36 O.C. SIMPSON SP2 w/ 12 1 Od ( ) 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 -REFER TO DETAIL J () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER SHEET FOR _ N r N SEE STRUCTURAL OUTLOOKER @ 24" O/C X- X-BRACING, AND TOP , �v " M " " NOTES AND NAILING TOP CORD CHORD BLOCKING N F SCHEDULE FOR BLOCKING FOR INFORMATION `° `° °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ ". 2"x4"CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 0 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2 2) JOINT10d AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2" 10dC& TOE (@ LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS EA. END GABLE TRUSS TRUSS SPANK ATTACHED W/ 2 -16d BLOCKING 1/2"CDX PLYWOOD OR 7/16" 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 @ 48" O/C FOR THE @ FIRST (4) ROWS OF 2 16d NAILS () „ W/ 1Od NAILS @ 6 O.C. 2x4 BLOCKING 24" @ 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 O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41 /2") OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. (a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS r8� SECTION g 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) 1 Odx3" O/C TOENAIL 6" O/C W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT �— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S'J 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. I n ade a ell e a ° 11 lV a ll�a` G lm \e 11 A l� R 11 ° Il.ae ll ae Ile da CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `—MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj' GABLE END BRACING DETAIL "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)1Od x 3" AT -17 • 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 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W! 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Q — ---- - — - — - — - LU LU o d O z bi w m - < 0 o 0 -v d w 4 o o T Q 2 Q d w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON —GOAD BEARING LOCATIO (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-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) ,—GABLE TRUSS STUDS @ 16" O.C. 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. Q C7 i1 ✓,9 CORNERJACK Y Q W z IY O U HIP FRAMING REFERENCE PLAN E S5 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'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION gs�4�1�6Er116�f1�'/{p�,' Cj o UT. �0 O %fv, 70'��SS►0�� ee To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W f` 00 �E �8 00 N O O O e 0 , '. J Co CN 00 UJ >. mo m m O t W M Emrn Q a Z v 4cv OIL ¢ O N Q M Z Z �U ❑❑❑ W U (D z N O - o N Z a z a C� ¢ o n1 z o Q) _ u r •0 Cn Y w O a Q �N c = � w. U w w '— [2 E — O g z� U o °� co • ®0 o sm o co w c"> z O z Z < E Z O O } N < N Q E (j W Z® EL W� ca '6 X o< o OU g� o E N i '6aZ �o ao 11 M U) {_ o y U �O m5 0 o � N J m, QW �w cn ¢W o� 0n zz ga ° �w U 3 En <& oz �rl W o �3 >_1coati o W. �N 0 = > d. ^L1 m m M'— r( co O co co �i O r N � o T �- ��- 2 M r O N CM o E 'E z Z C E O� n3 C a U q cc JOB NO : 20-2752 SCALE : AS NOTED SHEET NO. S5 ss W u Z DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL MAX 8„ UNACCEPTABLE INSTALLTION 40 TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.APPROVAL APPROVAL FOR CONN. FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 4" 1X43-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2Xg (TYp,) ` BLOCK@ SPACING �� 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL a ` `STD. 90 HOOK (TYP.) STD, 90^ 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB TAPCON @ 16" TAP x 3 -@ 1 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. TO PRODUCT 1x4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM OF BAND x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" () O.C. & 4" FROM EACH 1x4 .' — —j TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING +2" ' - NOTC FIRST COURSE � SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I INTO BAND JOIST & (4) 1/4"x2 3/4" K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL +5^ L NOTCH WEB AT THE ' FIRST 2 COURSES TITEN INTO =FI BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc LLED CELL PER —z FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A_A =1610 #FOR 2 STRAPS ^ ; FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2'-0" 1 X 4 FURRING fi SOLID BLKG. AT TOP BTWN. 8" 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"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 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER RECORD FOR " SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DAAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. ; I BACKSIDE TO FIT ARCH NTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL __1 OVERRAN �` .� CONNECT W/ 8d NAILS B4RACENBLKG f/ N.T.S. TH OF WALL) BTWN. INSTALL WDW. SCREW ANCHOR ARCH SOLID INTO ARCH BLKG. PER FACES W (4)10d NAILDS THRU OSB INTO 2 x 8SB PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS) INSTALLATION DETAILS A 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2 -6 FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ x OV FiQ TO TRUSS TOP CHORD yqN SCALE: N.T.S. .J MIN. 4" EMBEDMENT AT 16" O.C. 12 <F + N OTH r 11�� 5-0 -0rr SS + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED „ EMBEDMENT INTO K.) MAX PER NAILING SCHEDULE ALL TO SUPPORT ° D: #5 BAR ° �. ' • `� �1/4 2'-0" 8" TRUSS + SOFFIT + :D . D� : • .• D � s 10 ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p' 9 6 ° 2 "D IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . ®s EACH TRUSS . D ° o KNOCKOUT / N CHAIR BLOCK14 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ • • s' s CONNECTOR d MONO FOOTING _ .. .• D ° • •° a VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SIZE AND REINF. PER PLANSEE BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" LINTEL AND SECTION DETAILS -I 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 D " 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT • � ' TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0' MAX SEE PLAN PRECAST LINTELHOOK 4 °ffANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL ' ��. • '� �,,°: 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") .• _, .• , • ,, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" L: ', ,• , ,,' s• , , •' �• , , •' s ,,' s• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B_B ARCH DETAIL K SECTION @ ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT ZO 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" zz #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON t SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6 _p" F F EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP 3' MIN. EDGE DISTANCE U_ v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; D v a A REINFORCING AS FOLLOWS: * SEALANT _ — ��, T o < a j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. e g —rr — M v #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED ° MIN. LAP SPLICE W/ 6 S E — — IIT — — — — — — �- 3 EXISTING FOOTING (2) #5x6 IN CONC. AND TROWEL N REINF RCING PA EL 0 a - � FILLED CELL SMOOTH. DO NO FURROW. . D I F� —� — N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT —�I- II GRADE D. D — I �- . SET BAR IN EPDXY,`. FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p . ° \ \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE cv Q REMAIN FREE OF MORTAR. NOTE: co z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r 2 • D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. - SCALE: 3/4 -1-0 „- SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. CD c1, U ' CAW Off•Ll .• i a••°°••FL rp ,11 �A``jfffldiE9i"i00 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W I- _E 'o N� �N NN 0 LL a � M N � W rn -0 °' C) W O 13 ra -Z @ a o_ X. m o _j 'monr° mg°Q2 W 2 E T co O a Z M ILW N Q coNZ V O A Z U ❑❑❑ W M M � N O W O z � a z o cl- N M p r LLS Q a V C' O,l f E o wa � c) M rn w � T E O = y v o �' 0 _ 0 Q 1 o sm o C w co M z O z z < UL Q E Eit Z O �° y N <� Z® ❑o (o 2O. F— O E x as 00 oU Oz ON N z ap ¢ a 0w L viY =N C O m E o O, z z N W O ¢M. . Q W gz ° a 3 o� a NF o J= w �F >° Co zQ aF 03 0 CV = >� m W '> CU CM O O `1/ co r-, O N J N T � r+ O N r ci O w M a E z c N E � E O Z `m co IL E w c°� Q cc JOB NO: 20-2752 SCALE : AS NOTED SHEET NO. SS ----,r—r— - -r - - ( - I _T___A1l .FTF-1—t� If, rIUIIn,� Viu HE Tl�auf,o,�LTfii Tiu 1. !"1'' IF CROSS BRACING DETAIL (TYP.)r1 SCALE: NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 B FRAMED RIDGE MAY (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY NAILED BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ MINN.. 12d WHEN INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDSS NEXT TO PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS rri — 1wu `w l I I i 1v rrw 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) 1 Od x 1 1/2" NAILS EACH E. TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A. SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A %�A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 1Od NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 1 Od TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (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) SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od 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) 1 Od 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) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 1 4 SCALE: NTS IIMPSON HUC410 w/ (14) SEE PLAN I. FOR CANT. 6d INTO HEADER & (6) Od INTO BEAM - SEE iOOF PLAN FOR MORE vFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 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 SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. A F__� A SEE PLAN FOR SCALE: 3/4"=V-0" BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE 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 6 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 7—PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION I 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. DI 8 1 ONAL 2x8 #2 SPF RIDGE BEAMAT SIMP50N LUS26 w/ (8) 10d NAILS MAX WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT TRUSS 'i�' SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS . 2X10 #2 SYP CONTLEDGER w/ (3) VERIFY WITH PLAN FOR TYP. U.N.O. LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH PARALLEL SEE 202 FOR T & B CHORD STEEL OR WOOD SUPPORT (WOOD COLUMN SHOWN) MIDDLE LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING BLOCKING INFO) BEARING O EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL .O SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF rg SEE FOUNDATION DETAIL @INTERIOR BEARING ° PLAN FOR MORE INFO , SCALE: NTS 3 SCALE: NTS COMMON B M ATTACHMENT 18 WOOD TRUSS . A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS OL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ 10 1 ( ) Od ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. )AO SP2 w/ 12 10d NAILS ATTOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE 11 TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. 2) 2x4 FOR CONNECTION ( SP1 w/ 10 1Od NAILS () EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. AL( Nj W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ 14 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 1Od x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. a xx STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a<. HETA16 w/ (9) 1 Od x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL , 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ v MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN q,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. , 1p 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 a COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. � �� SECTION FLOOR FOR CONNECTION 16d NAILS AT EACH END @ CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY s CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS ��::\G 126•� FIL OPESSIONP�� o 901/11lfIt111tt\\�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. di E 00 O � N (ON00 10 J LL N � LL LL a W � a LU (L Z ��, � o w1?O N m m ° C �p ET o z R N mo N ¢Mz x O z ° U `7 71 W z N O z o _l M � N M N z U o Cz w n U `_- OL„ � to c o w. W C T s 8oil of-' = I' _ U 0 ¢ao C em a C J w M Cl) ¢ o z < QE o E zo os �CU = >� <� Za u wCL F_ E KO oa aOz a �U �� O CV 0Q ¢ az L t_ _ U z 0 ° a 0U1 0 2 CN = cr_ L ^\ m W '— m 0 M O > M Q C ^^v ) / mil/ W m o T 0O � N M J T r I M (,-tot T c c 0 N d z :3M E O v1 N z C a U _ Q p C JOB NO: 20-2752 SCALE : AS NOTED SHEET NO. D1 s '; FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING 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 FLASHING 3/4"-1" BEAD OF CONSTR. (O.6 Cm : 30.5 Cm) flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering WALL BY 6 IN. x, UP JAMB 6". USE LIQUID NAIL BRAND 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 (AssEMELEDwn"DDw) OR EQUAL WEATHER PROOF CAULKING EXTERIOR y pp p p p g 2 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. ' RESISITIVE z BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH UNDER DECKING SUBFLOOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL 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 INSTRuxre weal 1. Cut, fold up &temporarily secure weather resistive RIM JOIST (152 mri The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a barrier above header to allow for flashing manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a AND WATERPROOFING METHODS TO weather resistive barrier 3. Fold weather resistive barrier back over head water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be BE USED. flashing and seal with tape 2 2V Q installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. TS SELF -ADHERED FLASHING Scale: NSELF-ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW 1 EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity 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 building wall with a sealant complying with AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LE PATIER OBILITY 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 SELF -ADHERED FLASHING _ (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELFFLASHING, RELEASE PAPER TO EXPOSE EXTEND A MINIMM61. Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall finish VERTICALLY FROM ADHESIVE As SHOWN)9 BOTTOM of or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: SECTION -A (SEE DETAIL WP02) ""' 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details ° 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 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2 SELF -ADHERED FLASHING 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE 4 1.3. In accordance with other approved methods. FMA/ AAMA 200 FMA/WDMA 250 /W 1.4 In accordance with FMA/AAMA 100, , DMA 400. FMA/AAMA/ WDMA 300 or FMA/AAMA DO NOT FLASH OVER SEAL TOPS OF JOISTS 1 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM NAILING UNDER DECKING FLANGE 8 (SEE DETAIL WP07) 2 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING , I SELF -ADHERED FLASHING , SELF -ADHERED FLASHING �' • 4. Continuously above all projecting wood trim. EXTERIOR DOOR WITH DECK HALF ROUND WINDOW INSIDE CORNER 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. Ground 7. At built-in gutters. r- SHEATHING r LHJri I I 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 O# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 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 r L/iJrl11 V U 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN E AM SELF-ADHEF Q) T_4" PFR PI AN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER z a LLI d W U W Cr w O Cn SELF -ADHERED FLASHING PATCH IHERED FLASHING rla PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 0 0 0 0 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 -J^\✓ PLASTER ACCESSORY SHEATHING, 'OSB% PLYWOOD, DENSGLASS \STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH iAL FRAMING 2AL SHEATHING SAF PLANE WRB AK WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. .w.O�000i`. MAM, MONO Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - - ___ - ; i i i M1 ni I Iiid i IIT110 I11 1 11 k I R I u"tut®l unanui.1ai1knoj�.9kiiiu.uuua1 diir ..i e111 1 1 1 1 1 1 11 1 1 1 1 1i 1 1 I - 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 GV O CV m 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 E vE N NIco t 0 0 O) <p 01 J M N rc,4 N # 0N0 u. 2 � LL LL d 00 14 N /1 M W ' LU ai �' a LU CL Z �rnm Z 0M 2 C? � m 0 W2 E°T�'O3 a Qa Z W _�- N p g N Q M Z U J Z oo❑ W M N O 0 0 z o e9 M (1 N U) o �-J LL 1W r (5 � Y w n � 0 V O tN �N ° w � C!f e N O � U on d w m O = U CD CD C w M M n p Z Z < LL ce F Z o } N Zo < CL o W Z® I- Co M CL K� U a < �O p o < N<o wZ 0. .2 o Z ¢Z z (n O4 Z go & a w �a aLL =3 o o J< w �o a v < °3 �N ,o = a) > cr_ nL1 m m W '- CM 0 M `/. W m o O N o 0) .� � J N r r I T M C) M N o CU E = co ' z z E N 2 m a E 0 � a ¢ o � JOB NO : 20-2752 SCALE : AS NOTED SHEET NO. W P _ FL17244.1 N ESR-3455 12/31/2020 A23 FL10446.2 y.PRODUCT ESR-26M 12J3112020 12131/2020" 12t3l/2020 12131/2020 12/31/2020 121: 12t31/2020 1213112020 12131/2020 ...... . .... 12131/2020 1213112020 72-131/2020 12/31/2020 12f3l/2020 12J3112020 1213112020 12131/2020 12/31/2020 -t--- 12312020 .............. . ... . .... 12J31/2020 12131/- 12t31/2020 12131/2020 1213112020 12/31/202 12131/2020 12131/2020 .. . ............ I 12(31/2020 12131/2020 12131/2020 12131/2020 12131/2020 12131/2020 12131/2020 1213112020 12131/2020 12131/2020 12/31120ff 12(31/2020 12J31/2020 12/3112020 12/31/2020 12131/2020 12/3112020 12131/2020 12/31/2020 12131/2020 12131/2020 1213112020 12J3112020 12131/2020 12131/2020 1213112020 1213112020 . ... ... . ... .. 1213112020 12/31/2020 12/31T2-0-20 12131/2020 12131/2020 12131/2020 12131/2020 12/31/2020 12/31/2020 - .. ..... . ... .... . .......... ...... I-. 12/3112020 12/31/2020D. 1213112020 12/31/2020 12/3112020 12/31/2020 12t3112020 12/31/2020 .. . .. . . .. ........ ... 12131/2020 ... . ....... I .. . ......... . . ........ ...... . ... 12131/2020 - 1213112020 12131/2020 - - 12J3112020 12131/2020 12131/2020 12131/2020 12J3112020 12131/2020 ... . .............. . .. . ........................... 12/3112020 12VdiT�020 12131/2020 12/31/2020 1213112020 12131/2020 1213112020 12/31/2020 12/31/2020 ........... I ......... . . I 12/31/2020 12/31/2020 ............. . . ........... . ............ 12/31/2020 12131/2020 12131/2020 12131/2020 12131/2020 12131/2020 ....1... ..2.....1..I .3....1...../...2......02I I0 1213112020 12/31/2020 -.11-1. . . ......... . ........ I .... . ........... 12131/2020 12/3112020 12131/2020 APPROVAL SPECIFICATION SHEET(2018) �QC 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 C- C > CD 0 a) 0- 0 0 (3) -0 (3) - a) 0 5- C= -0 = .0 LL- Cc 0 - %+- M C) > cn EO 2 C/) CDL F -ICU- CL •U) F TtA A3 ............ ... ...... .... Hb�-1 _2 F El d2 -- ----------- R-3445 -T�J31/2020 HU210-2 FL10856.4 ESR-2549 HD2122 I'Ll 72323 ESR-3445 12131/2020 HU212-2 FL10856.4 ESR-2549 Ask HD216 F Ll 7232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 HD216-3 FL1 7232.3 ESR-3445 12/3112020 HU216-3 FLI0B56.1 ESR-2549 Cate gory/Subcatego-ry Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date Amrl Mounting aralKw, 0 0 G00 +1(2'X+1f2"X2�12* &XR CTOSS SUPPWt (may bL-- cut tD W) See Anchor Schedule Right SlacketJ 16 Gau(je) sofa 1 r2"`Di& A32S Gaiv. (TY0 A/C Vat botturn Edge Huff kwe 5"P (Typica it. 3 in %nt) Washert Front Cross Su pport Self-Lockirig Nuts (May be cut to W) Left B C t(16Gauge) Back Crdpport Into AIC Unit 86ftom Side ff�pical'-' 3 oatch, We for huritcane use) INSTALL4116N INUOIMATIIN uri, mminuiuris arc r, mauld4bilpw"" wAiaw4Hurm=ac Alit flimer- HD26 FL17232.2 ESR-3445 12/3112020 HU26 FL10856.3 ESR-2549 1. EXTERIOR DOORS HD28-2 FL17232.3 ESR-3445 12/3112020 HU28-2 FL10856.4 ESR-2549 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON-IM PACT) FI 90461.1 +67.01-67.0 psf 12/31/2021 HD410 FL17232.4 ESR-3.445 1213112020 HU410 FLI 0856.9 ESR-2549 ThermaTru Firber-Classic and Smooth Star (NON -IMPACT) FL20461 �6 +67.0/-67.0 psf 12/31/2021 . ...... . .... . ......................................................... HD610 FL-17-2 --- ... ..... .... FL17232.4 . .... ....... . . .... ....... . ESR-3445 ...... . ............... . ...... . ........................ -1 ... . ..... .... . . ....................... . ............ . ............. . ... . ...... . .... . ......... ESR-3445 .... . . . . . ......... . ...... . .... . .... .... 12/31/2020 ......... .................. . . .. .. . ......... -- 12/3112020 HU412 HU610 FL10856.9 Fuoms.io ESR-2549 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.9 +67.0/-67.0 psf 12/31/202T ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67,0 psf 12/31/2021 . ................. . . .............. . ............. . ..... ......... . HD0410 FL1 7241.7 ESR-3444 12/3112020 HUCQ410 FL1 1468.11 SIM200804 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL1 1470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FI-15225.1 +67.0/-67.0 psf 12/31/2021 HGAM10 FL17699.1 Evaluation Report 12/3112020 HGAM10KT FL1 1470.4 SIM200803 ThermaTru Smooth -Star and Benchmark FI-15225.5 +67.0/-67.0 psf 12/31/2021 HHCP2 FL1 7236.7 ESR-3448 12/31/2020 HCP2 Fl-104472 ESR-2551 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FLI 1473.5 SIM200802 HTA20-1 8 FL1 7680.4 Evaluation Report 12/31/2020 HETA20 FL1 1473.5 SIM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FI-15332.5 +40.0/-40.0 psf - 12/31/2020 Z Z HTfF6 FL17324.2 E\eluation Report �WWM�0 HTI-16 FLI 1496.1 ES-0130 PGT Series 5570 FL251.10 4/14/2021 . . ... ..... .......... . ..... . . . ..... .... . ............... HTW16 ------- Cf'M 2---- .... . . .. . . .... ...... ..... . . .. ........ .... .. ......... . . ....... . . ...... . . . . .. . ......... FL17244.8 - E\aluartlon Report ....... .... ... ................ .. ... . .......... -- . . Evaluation . .. . .......... . --- ................ . ....... . . .. . ........ . ESR-3455 12/31/2020 .............. .... . ...... 12/31/2020 HTT22 HTS 16 FL1 1496.1 FL1 0456.22 ES-0130 ESR-2613 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 ............. . .. .. .. ............. ... .. .. . ... . ....... HTW20 FL17244.8 . ....... . ......... ........... . .. ...... ESR-3455 12/31/2020 HTS20 FL1 0456.23 ESR-2613 Clopay Building Products Residential WindCode Doors W5 (16)C7) FI-15279.53 +30.0/-30.0 psf 5/21/2028 HTW24 FL17244.8 ESR-3455 12/3112020 HTS24 Fl-1045624 ESR-2613 Clopay Building Products Residential WindCocle Doors W6 (8X7) FL1 5279.85 +38.0/-42.0 psf 5/21/2028 HTW30 FL17244.8 ESR-3455 12/3112020 HTS30 FLI0456.26 ESR-2613 Clopay Building Products Residential WinclCode Doors W6 (16X7) FI-15279.102 +37.0/-41.0 psf 5/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL1 1473.11 SIM200802 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1637.1 N/A (see inst sht) 12131/2025 HTWM20 FL6223.2 Evaluation Report 12/3112020 HTSM20 FLI 1473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report 12/3112020 HGT2 FL1 0456.18 ESR-2613 2. WINDOWS HUGT3 FL6223.3 Evaluation Report 12/3112020, HGT3 FL1 0456.19 ESR-2613 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 HUS210-2 ... ... .... .. . HUS212-2 . . ............................. . . . HUS26 FL17232.6 . . . . . . ............. . .... ....... . ....... FL1 7232.6 FL17232.6 ESR-3445 . . . ........... ...... . .... . .... . . . .. . ... . . .... . ......... . ........ . . ESR-3445 ....... .. ...... . ..... ..... ..... .. .... ...... . . . . ........ . ......... ....... .. . . . . ...... . ........... ESR-3445 12/31/2020 ... .. . . . .................... 12/3112020 . . . . .................. . .... . . . ........ 12/31/2020 HUS210-2 HUS212-2 HUS26 FL10856-R4 FL10856-11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 PGT Series 5500 FI-239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 186 FL1 5349.1 +40.0/40.0 psf 4/3/2023 HUS28-2 FL17232.6 ESR-3445 12131/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FI-243.9 4/30/2026- JL24 FL1 7232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL1 5363.2 N/A 12/31/2020 JL26 FL1 7232.7 ESR-3445 12131/2020 LU26 FL10655A04 ESR-2549 PGT Series 5500 FL261.1 N/A 5/26/2021 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12131/2020 LUS24 FL10655.109 ESR-2549 JUS26 . JUS26-2 . ......... ..... ............ .. . ........ FL17232.11 .......... . ... . . . .. ... ............ . . ... .. . . .......... ESR-3445 ....... .. ... . . . . . . . .. ................. ESR-3445 .. .................. . .... .... .... . .... .......... . ....... . ........ 12/31/2020 - 12/3112020 WS26 LUS26-2 FL10655A11 FL10655.112 ESR-2549 ESR-2549 3. PANEL WALL James Hardie Building Prod. ------ Cemplank Lap Siding and HardiePlank Lap Siding FI-13192.1 - FI-13192.2 A. SIDING NIA 12/31/20201 I .... . .. JUS28 FL17232.11 ESR-3445 t��i��20'1- LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12131/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 1 FG3 FL1 0667.71 ESR-2615 C. OTHER KST260 FL17244.15 ESR-3455 12/3112020 MST60 FL10852.7 ESR2105 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA 12 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA15 FL17244.18 ESR-3455 12/3112020 LSTA15 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FI-10124.1 N/A 12/16/2022 LSTA18 FL17244.18 ESR-3455 12/3112020 1 LSTA18 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Undeflayment FL12328.6 N/A 10/18/2021 LSTA24 . ..... . .................. LSTA30 FL17244.18 -- ------- - ------- - --------- FL17244.18 ... .... . .... ......... . - .. . .. ..... .. ...... .18 ESR-3455 . ...... --- -- - - - --------- - -- - -- - --- . .. . ........ . ...... . . ......... . ..... . ......... .... .... ESR-3455 ......... ...... ............ . .. .............. .... ........ . ..... . . . ...................... ESR-3455 12/31 12020 ... ... . . . ......... ..... 12/31/2020 ..... . .... . ....... . . ..... - 12/31/2020 LSTA24 LSTA30 LSTA36 FL10852.4 FL1 0852.4 FL10852.5 ESR-2105 ESR-2105 ESR-2105 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918A - FI-16918.4 N/A 9/9/2026 LTS19 FL17219.2 ER-0200 12/31/2020 LTTI 9 FL1 1496.3 ER-130 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FLI 1496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FI-17202.1 N/A 7/10/2021 LTT131 F Ll 7219.2 ER-0200 12/31/2020 L71`131 FL1 1496.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FI-7849.28 N/A 12/31/2020 CD E CIO O > 0 0- i..Z Tt 0 U) CIO < L� U-I < LTW1 2 FL17244.8 ESR-3455 12/31/2020 LTS 12 FL10456.29 ESR2613 Boral Tile Saxony 900 FL7849.16 - FL784920 N/A 12131/2020 LUGT2 FL172402 ESR-3447 12/31/2020 LGT2 FL1 1470.7 SIM200803 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum Gulfl-ok 16" wide roof panel FLI 1651.2 R3 N/A 4/12/2024 MP3 FL1 7244.22 ESR-3455 12/31/2020 LS30 FL10448.15 ESR-2606 MP34 .......... . .... . ..... . ................ FL1 7244.23 . . ESR-3455 E-S-R- --34-5-"5-- .............. . ............... .. . . . ... .. ..... ....... . . . ........ . .... . . ...................... ESR-3455 12/31/2020 -1 -2-1-31-1-2-020 12/31/2020 A34 LTP4 LS50 FL1 0446.3 FL10446.19 FL1 0446.16 ESR-2606 ESR-2606 ESR-2606 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1 5076.1 - FLI 5076.2 N/A 12131/2020 M PW§5-1 6-- FL17240.3 12/3112020, WM1416 FL1 0667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FI-17869.1 N/A 12J31/2020 Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards 3n8/2018 Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL1 0852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL1 0852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL1 0852.9 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL1 085Z9 ESR-2105 ------ ANCHORS Simpson Strong -Tie see chart MSTA36 FL17244.18 ESR-3455 12/3112020 MSTA36 FL1 0852.9 ESR-2105 B . TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FI-1999.4 N/A 12/31/2020 ii 'll; i illil 1 1-M, 1 likummmoommm FAMMIAMMMM Code Entity or Date Date Date Pendin-a Data TV DO version ManufacturerContact Enolneer & License Validated By Validated Submitted FSC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10110/2017 10/17/2017 12/1212017 Approved Category: Rooting (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing infoOgLdfcoestsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Desion SOCI Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside KVHZ Resistant Pressure I 0.032" Aluminum 5V Crimp Min 0.032" 5 V Crimp Aluminum Roof Panel 04/12t2O24 No Yes N/A +N/A( over 15/32" Plywood -108.5PSF 2 0.032" Aluminum Gulf Lok Min 0 .032&cluot; Aluminum Gulf Lok I S" Wide 04/12)2024 No Yes NIA NIA/ Roof Panel over 15/32" Plywood -116.OPSF 3 1 " 24ga. Gulf Snap 1 " Gulf Snap 24 Ga. 17" wide Roof Panel 04/122024 Yes Yes NIA N/At--1 31.OPS over 15132" Plywood 4 I" 24ga. Versal-oc 1" Versal-cc 24ga 16.5" Wide Roof Panel 04/12/2024 Yes Yes NIA N/Al over 15/32" Plywood -138.5PSF 5 I" Versal-oc .032" Aluminum Uquot; Versal-oc min .032" Aluminum over 04/12f2O24 Yes Yes N/A +NJAI 5/32&quot� Plywood 6 1.5" 24ga. Gulf Snap 1.5" Gulf Snap 24ga. 16" Wide Roof 04/1212024 Yes Yes N/A N/At Panel over 15J32" Plywood -116.OPSF 7 1.5" 24ga. Versal-oc 1.5" VersaLoc min 24ga. 16" wide Roof 04/1212024 Yes Yes NIA +N/Al Panel over 15/32" Plywood -123.5PSF 8 2" 24ga. Megal-oc Min 24 Ga. 2" Megal-oc 18" wide Roof 04/122024 No Yes NIA +N/Al Panel over 15/32&quo(; Plywood -108.5PSF 9 24 Ga. Gulf I-olk Min 24 Ga. Gulf Lok 16" Wide over 15/32" 04/1212024 No Yes N/A +NIAI-96,7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16" Wide Roof Panel 04/1212024 No Yes N/A +N/A1-93.5PSF over 1x4 Wood Purfins over 15/32&quot: Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 314&quot: Snap Look, 04/1212024 No Yes NIA +N/Al 18" Wide Roof Panel overt Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15132" 04/12/2024 Yes Yes N/A -N/Al Plywood -156,5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32" Plywood 04/12/2024 No Yes N/A -N/At-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/12t2O24 No Yes NIA -N/Al Purlins over 15/32" Plywood -156.5PSF is 26 Ga. Gulf I-ok Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 04/12J2024 Yes Yes N/A -NIA/ 15/32&quota Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 04/1212024 No Yes N/A +N/A1-63.5PSF 15f32" Plywood 17 26 Go. GulfPBR Min 26 Ga. Gulf PSR Roof Panel over 15/32&quot: 04/12J2024 No Yes N/A -N/A/ Plywood -154.7PSF . ..... .... MSTC40 MSTC52 ............ . ... . ................. ......... . ...... . . .... FL17244.26 FL1 7244.26 .............. -.1 . ............... I I I ............... FL17244.8 ESR-3455 ESR-3455 .. .. ...... . - . ..... . ................ - ------ ESR-3455 12/31/2020 12/31/2020 12/31/2020 MSTC40 MSTC52 MTS12 FLI 0852.11 FL10852.11 FL10456.33 ESR-2105 ESR-2105 ESR-2613 MiTek Industries, Inc. Truss Plates FI-21197.1 - FI-2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FI-6527.5 N/A 3/31/2021 MTW16 ESR-3455 1213112020 MTS16 FL10456.34 ESR-2613 MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FI-158.1 N/A 5/21/2022 MTW18 FI-17244.8 ESR-3455 12/3112020 MTS18 FL1 0456.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1 774 N/A 5/25/2024 MTW20 FL17244.8 ESR-3455 12131/2020 MTS20 FL1 0456,36 ESR-2613 MUGT15 FL1 7240.5 ESR-3447 12/31/2020 MGT FL1 1470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report 1213112020 MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56116 FL1 3904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 F Ll 0441.4 ESR-2330 --------- - - The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the ibIlowing information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) ------- - -- ------- --- ------- -- APPLICANT SIGNATURE DATE ...... ... PAU66 ......... .. ... ....... .. . ... ..... ............................. ... . ................................ FL1 7239.13 LiT�i-� .... . . . ..... - y- ESR-3449 . .............................. - . ..... ........ .... . ... ... ... .... . . ....... . . . ........ ............... . .. ER-0200 12/31/2020 .. ... ---- ............... - 1213112020 GLTV3.516 FGTR FL1066T8 I'Ll 1473.2 ESR-2615 SIM200802 PHXJ3516 FL1 7241.20 ESR-3444 12/31/2020 CS16 FL1 0852.1 ESR-2105 RFUS FL6223.5 Evaluation Report 12/3112020 1-11 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 12/31/2020 H10 171-1045&6 ESR-2613 RT1 5 FL17236.3 ESR-3448 12131/2020 H10-2 FLI 0456.7 ESR-2613 RT1 6-2 FL17236.2 ESR-3448 12/31/2020 H10A I'Ll 04WIS ESR-2613 RT16A FL17236.2 ESR-3448 12/3112020 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 RT4 .......... RT5 FL17236.3 . . ................ . ..... ... . . .... FL17236.3 ESR-3448 ............. . ... . ...... .......... . . .... . ..................... .... ........ . . . . .......... ...... . ....... ...... . .... . ....... . ................... . ..... . . ........ ...... ESR-3448 12131/2020 ... ..... .................. . . .............. . .. 12131/2020 H5 H2.5 FL10456.15 FL10456.11 ESR-2613 ESR-2613 FL17236.3 12/31/2020 H2.5A FL10456.12 ESR-2613 RT7A FL172363 ESR-3448 12/3112020 H8 I'L11470.3 SIM200803 RTaA FL17236.3 ESR-3448 12131/2020 Spi FLI 0456.41 ESR-2613 SPT22 FL1 7244.30 ESR-3455 12131/2020 SP2 I'Ll 0456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL1 0456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 I'L10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 - 12/31/2020 spa FL10456.45 ESR-2613 SPT8 FL17244.32 .............. .......... .32 ESR-3455 ............ .... ...... . -11- .. . . ................. . . ......... . ........................................................ . . ........ . ... ..... -.1 ESR-3455 12/31/2020 . .......... I ........................... . . 12/31/2020 SPH4 SPI-16 FL10456.46 FL10456A7 ESR-2613 ESR-2613 ...... ..... ... . .......... . ...... J��k . ...... I . ... . ........ . ..... .32 ESR-3455 ... ............ ................................ .......... ESR-3455 2/3112020 .... . 11 . . ....... 12/3112020 SPH8 U24 I'Ll 0456.48 FL10655.141 ESR-2613 ESR-2549 SUH24 FL17232.13 ESR-3445 12131/2020 HHUS282 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 Florida Department of Business & Professional Regulation Page 2 of 2 Building Codes and Standards 3na=18 Product Approval Application Detail 7H D28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25112 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 12/3112020 HGUS414 FL11468A0 SIM200804 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 ... . . THD612 .... Ri FL17232.16 ESR-3445 ............. .. ............... . .... .......... .. ESR-3445 .... "12/31I.../...2.......0....20 12/31/2020 MSTAM24 MSTAM36 FL1 1473.19 'L11473.19 SIM200802 SIM200802 .. . .......... .. ... ........................... UPHD8 FI-2033.1 ......... ...... . ... . ............... FL17219.5 Evaluation Report .... . ........... ..... . ....... ...... ... ........ I . . . .......... . ...... ............. . ............. ........ . . .. ..... .... ..... . ........... ER-0200 12/31/2020 .... ........................... . . .... . ...... - 12131/2020 MSTCM40 HHETA20 FL1 1473.19 I'Ll 1473.9 SIM200802 SIM200802 Quality Assurance Approved for Use Approved for Use Impact Desion Sea Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GulfPBR Min 26 Ga. GulfPBR Roof Panel over 10 Wood 04/12/2024 yes Yes N/A -N)A/ Purlins over i5/32" Plywood -151.7PSF 19 26 Ga. GulfPBR Win 26 Ga. GulfPBR over 15/32" Plywood 04/12/2024 Yes Yes N/A -NIA/ -154.7PSF 20 26 Ga. GulfPBR Min 26 Ga. GulfPBR over 1x4 Wood Purlins over 04/12/2024 No Yes N/A +N/Al 15/32" Plywood -151.7PSF 21 26 Ga. GulflRlb Min 26 Go. GulfRlb over 1x4 Wood Purlins over 04112/2024 No yes N/A N/AlO 15/32" Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32" Plywood 04112/2024 No Yes N/A +NIAI -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GuIfRIb over 15/32" Plywood 04112/2024 Yes Yes N/A -N/Al -159.2PSF 24 26 Ga. GulfRib Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/12/2024 Yes Yes N/A +N/Al 15t32" Plywood -164.2PSF 25 29 Ga. GulfRib win 29 Ga. GulfRib over 1x4 Wood Purlins over 04/12/2024 No Yes N/A +N/Al 15/32" Plywood -123.5PSF 26 29 Ga. GuIfRlb min 29 Ga. GulfRib over 15/32&cluct; Plywood 04112/2024 No Yes N/A -N/Al -146.OPSF 27 29 Ga. GulfRlb Min 29 Ga. GuIfRlb over 1x4 Wood Purllns war 04112/2024 No Yes N/A +N/At 7/16" O.S.B. -101.OPSF 28 29 Ga. Gu IfRib Min 29 Ga. GulfRib over 7A6" O.S.B. 04/12/2024 No Yes N/A +N/A/ -116.OPSF LGT3-SDS2.5 FL1 1470.7 SIM200803 LGUM26-2 I'Ll 147112 SIM200802 Search Criteria Code Version: 2017 FL 4: 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 SHEET NO. PA 1111 0 - - - - - ---- -- - --T --- -ii -- --. T T- -I -,, P -INt - -U, I T I M-, . i, �i, FA 1-41 -ij F FE � T -ii FI-L � :- I I I, nonaa ueparvneni or business & rroressionai rceguiauon Building Codes and Standards Product Approval Application Detail Peg.I d 8 12/12/2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ng.3 ol8 12/122018 Srgrl! D:ndN or IWI Rats Date Pendiop GJda gaga Entity or QA1 )�, Data Panalna MOM Wes Liaf, Venlon Manuh&urea Confect Enminear&Lisenae Validated By Validated omitted FRCAnoroval Aoeroved �, 4 Version Manuhduror �,pjltagt Enaln•ar &Lloenes Validated By )(gtfgOtgg Submitted FBCAooroval A .....d a-(y(ga, RevlsIon 2011 Th rma-Tru Corporationp Rick WrightLyndon F. Schmid , P.E. Ryan J. King, 10/1527 07/12r2017 10/1820 7 12/122017 Approved Revision 2017 Therms -Tau Corporation Rick YNlgM Lyndon F. Schmidt, P.E. Ryan J. gran, P.E. 17/732017 1211311017 12272011 02/132018 Approved Category Exterior Doom (419)298-1740 PE-43409 (813)767.6555 Category: Exterior Doors (419)298.1740 PE-43409 (813)767.6555 SubCategory: SWnging Exterior Door Assemblies ackwdgrwbiagconsusants. Subcategory: Sw(nging Exterior Door Assemblies dekW�mbltlgcnhsuaads. Compllw" Method: Evaluation Report from a tom Compliance Method; Evaluation Report from a Co. Florida Registered Architect or a Licensed Florida Florida Registered Archfied or a Licensed Florida Professional Engineer Professional Engineer f1 1 rodueea FL020461413 Ptoduds .. '.. -.. OualiN Asauranpe Approved for Use Approved for Use impact Deslpn QualltvAssurance Approved for Use Approved For Use Im Pact DealPn 3e510 Product Model. Number or Name Productt DeacnMlPn contract Expiration Date )p•tj�Jj Outside HVH7 Resistant "inure SeP! product MPtlnl. Number or Name Produet Desedptian Contract Expiration Data )gHVHZ Outslde HVHZ Resistant Preesun 1 a. The-Tru Fber-Classic and Smoom-Star Nominal 88A39;8 &quot:Non1mped" Opaque 12/312020 No Yes No WA 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6WS;8 &quotNon-Impact&quota Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Single Dom Composite Edge Fiberglass Single Door Qnsvklg/CutsWrg X configuration) (Inswtng/Outsw4g; X configuration) 6 f. arms- ru Fber-Ciss¢ and Smod Star Nominal 88dA9 0&qud74admped&gaol; Opagw 12I3120?0 o Yes No WA 6 f. fienno-TN Fiber -Classic and Smodh•Star Nominal B8d;79:0 &quolNon-Impact&goat Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Single Door 0nsMng1QAS lrg, X cdrifiguration) 14 n. Thenno-Tru Floor -classic said Smooth -Star Nominal BruK9;D &ggolNon-Impact&quoC Glazed 12/3120?9 No Yes No WA Composite Edge Fiberglass Single Door Door' Florida Department of Business & Professional Regulation Paws are Florida Department of Business & Professional Regulation Pass I or I Building Codes and Standards I/M020 Building Codes and Standards I15rmta Product Approval Application Detail Product Approval Application Detail PL#15332dt5 Prodaets - Quality Assurance Awrovetlfor Use Abbroved for Use Deal- BrtllZr'.PBI 22aAfpa EntmLg !� lei o as9.E Protlu& Mpdd. Nurtber a Name Product Descrlmlon Contract Exalratlon Date In HVHZ Outside HVHZ Reatstand Pressure 7(101gn P validated M Y,20 aW p al Approved a1WM 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXN 145-3/4&qu&;z808qud; NON -REINFORCED 1213112020 No Yes No NIA RevWM 2017 C Building products Company toP•Y adgsg Mark WaNmaekl IMartakT eating 8eNi,s NA, Gary Phnattlet 11297M17 08n02017 12/OS2017 Approved 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 121312020 No Yes No N/A Caegay: Exterior Doom (513)770-M Ina (513)SIBBSBS 96&qud;x80"NON-REINFORCED SubCtte: SesExterioral Exterior Door Assembliesmxs aory tediew�aopsy.gom 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 1213112020 No Yes No WA CwnPYsnoesasarod: Codification Mark or tatting 145.3/4"x96&qu&; 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OX, 12/312020 No Yes No N/A XO, XX 96&qu&;x96&qu&; Aenrovd M Uw I� Detw 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312020 No Yes No N/A f i tall o ) ppa 149&quotx98&Wd;. 37 037 Y55+08 PAN-2FtS1: SM, 94, 73, 75, 1500, 190, 76, Sisal Pal (min. 259i) Shgb.Cr (up to 9'0" wMe) 0.5212025 No Yes, No +90 PBFI-32 76V, 4RST, 4RSF, BRST, BRSF, 2RST, 48, 42, 55. 480, WINDCODE&i174; VY5 Garage Door PSF 42e, 55S, GM, G05SV, GI GR65V, ARSE, AR6SV, ED5%Eo5SV Florida Dep6lrlment of Business & Professional Regulation page I N I Building Codes and Standards ifismis Product Approval Application Detail F AtI837.R7 Spada E Kft or lam 2rm DatePaasim 20 I11211 Vermont MEARNK combat E aL%s Vosaat.e By ftiUdod EWml.ad FW ARDimml Amid ton Review 2017 CURRIES DMW= ofAADG, Ina Dedlc Dave UL LLC Ted Berme201 n, PE W30=17 10MM17 12057 Approved Category: Exterior Exterior Dome (641) 494-284/ (305) SM 4707 eubCMspory:E wicrporcorrponents deededld�.w Caapiknw o d..: CertlScatlors Mad m Listing in FLOIN740'Produce QL,,M Amossommoom Amm-W for the AMrroved farJhe aimed D W- asat ProductMotlN.Nsanherwolmons Paducah consisted Ea a In fblsolds HVHZ plmaYm 1 607, 707. 727, 747. mod 847 Single and Pain of Doom Flush, Glad, a d Lousa ed wale and palm N 12/31=6 Yes Yes Yes N/A bottom MOW doom. Florida Department of Business & Professional Regulation Paget of Building Codes and Standards lf=20 Product Approval Application Detail Saga t may or Rni pda Data pending Data Iygv Version Manufacturer Contact End- &Licenso Validated By Validated Surmised FBC Approval Agaroved, Status Revision 2017 MI andaxssnd Doas Brent Solinger American Architectural Steven M. Urich, PE 06/042019 061042019 06/072019 Approved Category: windows (717) 365-3300 Manufacturers Association (717) 317-8454 Subcategory: Fixed bsitinger@miwd.com Compliance Method: Cer0fication Mark or Listing F�t534&Ri�, Pradut:ts " " duality Assrance Am,ved for Use Aproved for Use Impact Design Sao a Product Model. Number r Name Product D-Lilo. Contra& Exdrapon Date In RVNZ Optslrle HVHZ Resistant PrySSum 1 185 PW 73 x 72 Insulated Glass 041032023 No Yes No +60/-60 Florida Departnent of Business & Professional Regulation Paw I r 1 Building Codes and Standards 1152018 Product Approval Application Detail f c9tg Emaw a !iota mpg Deb pending Rik Arm Varian Igouftedlmt Canted Engdommar111sagee Vaeduuday validated EL&MI FINgApprvml Aemxd stem Re MN 2017 Therma-Tm Corporatlon Rids Wright Lyndon F. achmkt P.E. Ryan J. King, P.E. 10/182D17 10/180017 10222017 12r122D17 Approved catapmry: Exterior Dora (419)2WI740 PE43409 (813)767-NN SubCa%gay: Stinging Exterior DomAeammbees dsmifirwbwpconme". ComplWMa MsW*t Evaluation Report from a canna Florida R•gsts/ed Archted a a Licensed Florida Proteselonel Engineer 14.170404112 produces 9YdteCAB Ammminsdto, Use Anawadloruaa mod Design AlaE Product Model. Mealtime aKatia Product Dostrintion canmetgxwmdmmDom In Outside "WHIZ f Primates 1 a. &c uotlFberOlaas"W st., &quotSmodhSmr&qud;, 86a99A Muotc mpact&quot Gowned Fiberglass,12,31=1 No Yes Yes WA �u uotCkkcra8&t a qua&qud;Ck kcmt Single Door- (() lemag or Outswkg configuration RUAD& Wt FLttitl234 sgdt A m VW- IAIMOEWN Revision 2017 James Hardte Milk" Products, tea ca%gorfc Panel When SubGupa7: Siding OwroB co Massal: Evaluation Report Imm a Florida Registered Ardad or a Licensed Florkra Proisslonal Engineer 14613192.13Hpducte MA Product Modal. Number r Nam 2 NardsPlsek Lop Siding Florida Department of Business & Professional Regulation Building Cadent and Standards Product Approval Application Detail pawlurl 11542018 Florida Department of Business & Professional Regulation Pepsi r 1 Building Codes and Standards Ir"Is Product Approval Application Detail 19,l1112ti�4 220 Enter ar late lag DM ParAbo late Lm Vmtea mativialliatat COTAM EOatsuriJicense Validated as Ylih»G BWmIWG FOCAmigroval Approved Aim Revision 207 TMrtmr-Tm Capombon Ride Wright National AxnNbodon & Ryan J. Klrp, P.E. 1220121317 09,21/2017 12222017 Approved Category; Extsdor Door$ (419) 298-1740 Marwgemerd InWtute (813) 767-SM &ubCategory: Swinging Exkrbr Door Assemblies ddov®rwbkgcdMultin[s. CanplWMn slashed: Cer05cadon Mark or LWkg core QualityAomrsd for Use, Approved for Lim gam gesign llaaPradalct NkIL Nianallear contrast Exchation Deb te.IDQ¢ ode HVHZ Ilehmm Pmalm 1 a. u rid BenMmark N mold W said Glazed F Door with 12A1202i No Yes No WA &ri otChselo,Ccafi&quot &gaol: by Opaque a:e191••• Themr-7u&quok and wMnoat Sweaes. Inewlg and Oubwkg Florida Deparlinent of Business & Professional Regulation paw l or 1 Building Codes and Standards ilsrml8 Product Approval Application Detail I3t1l2LP� 5911 ErOW or M 20 D bP♦ ncmm Wte AMe monolog III commat EaWMKALMM Awmad F13C Aopr@val Aemnmd lippm P-WW 2017 Dom Budding Products Compery, Mark WeaterfbM Interests Tasting Services NA, Gary PkmNw 1101411117 oamomilr 1210.5/2017 Approved Colagery: Exterior Door (513) 7704M Inc (513) 5194M SuIsCat esmy: Sectional Fxtedor DporAssembllee mossterBaM®pkpay-com Con lsommo a Massed: CertlScallon Mark or Lsting FLOIS276M Products Aaafavedatgm AooLm[sid forU, Impact alwoB DaaE by HVHZ outside HVHZ tHahY1B PrWtm 53 053 W6.18 PAN-2F153: 84& 04, 73. 75,15W. 190, 4RST, S" Pan (Min. 25 ga.) Doubte•Csr (97 to 18'0' 0521r2M No Yes No +30 PSFF30 4RSF, BRST, BRSF, 48, 42, fi6, 48B, 428, 568, GM, wide) Y M4DCODE&8174; WM Garage Door PSF GDSSV, GRBS, GR6SV, AR58, ARSW, ED66, ED5SV Florida Department of Business & Professional Regulation Paga 2 03 Florida Department of Business & Professional Regulation pew 1 of i Building Codes and Standards 100/2020 Building Codes and Standards 116=18 Product Approval Application Detail Product Approval Application Detail RLrH 7499-its AarlucFs = - - Ila11112 ¢ Quality Assurance Admovod for Use Aooroved for Use Impact 09910n Sea # Product Model. Number or Noma Product Description Conrad Expiration Data In HVNZ Outside HVHZ Resistant Pressure 290 Entity w M 2me Dam pending RO 2 185 SH 52x72 Fln/R.nge Frame IG/SG Single Hung 1=812023 No Yes No +601-60 ism ffmalm M ri90teGtEnalummir A Ljossum VaUated By Validated AMDM ld 1'JOC.Alawaval ADINCiffid stet Laminated Glass Revision 2D17 Clem Budding Products Compam/ C•lseory: Extortion Doom Med WkWrlkk Ireartek Testing Services NA (try Madder I Ir1W oil 08H02017 (513) T70,61= Ina (513) 5194566 12M&2017 Approved subcategory: Sectional Exterior Door AssmbMa rrnleelorBddQrbpey.com camp%nae Warta: Cedia,ticn ask or uding A,,arld forJ!@ Im m Dadgn amp Prod 1 WAN. Number w Name ProdLwLD@wfludon contrast Estimation Dab be HvHZr Oshawa HVHZ MMMOUm Frpaum a5 065 W"PAN-2F153: 73, 75, 84& 94, 42, 49, 428, 48111, SIeN Pan (min. 25 ga.) Single -Cs (up to WT wide) OW212M No Yes No +38 PSF/42 4RST, BRST, GOSS. GM. AR68. EDISS WINOCODE&M 74; Wit Garage Door PSF Florida Department of Business & Professional Regulation paw 1 d i Florida Department of Business & Professional Regulation Paw 1 r i Building Codes and Standards 115rm18 Building Codes and Standards 11642018 Product Approval Application Detail Product Approval Application Detail 1. one, Rea tag BmaPtfoslpa gam w ay_aa.eee Sidi RAW or tam mom DebPo"m mom Arm Version l cgatest EmispaaiLaana Vaudd eve Valdtted auCmlltkd M Amemal Approved ANN Arm Version manRietalg[ contest Engineer AL7gpaa VaI1doloo1By ywwod Suisse alsoAparxY Asgmyad Iwo Revlon 2017 PGTesduwW Dean Rued MlamHDade 13CC0-CER MIamHDede 13=-VAL IW=017 12082017 12a512017 Approved Revision 2017 PGT kwusatea Dean Funds MIBMW)Oa aCCO-CER Miami-DWO BCCO-VAL 1=012D17 12M812017 12252Q17 Approved caa %Wr. Windows (941) 48"100 (786) 3W25W Cateeary: Windows (941) 48&4100 (786) 315-260 Subcategory: Flood duedagggloradumorlwoom grdCalpory: Bhglk Hung dr urlr®pglkgsblea.crn Coronas, MWmd: certification Mad or Lstlng competition &%Used: Certifieation Mad or Losing Se! Approved for kpjmd Rmign Asionsved for time Am[4lMffar Ill" lmppm leaml ma a In HVHZ 0.1mide HvHZ Biaggi PJ7&em 21121 M IAW fb lems, t 7 R,,IWd pm 9 PVM-6520 (Large Maas% Impact) Vinyl pbaW Wald" OV30/m Yu Yes Yes WA 7 SH-6500 (Large Nab i pi o0 Vky1 single "Wmdow 07130,= Yea Yes Yes WA l Emits or 20 tag peak pa mom 20 Salt Canted Emguta Lkmu Vatldbod I t Vappsma AWBOld FWAI mxN Aamv W flteam Amp Vmma k1oradsobsoor PYgehrg Zhu Ronald 1, Cgaws John Southard. P.E 0825=17 OSMO M17 0&2&2017 HVIOM17 Approved Revision ZD17 James Hadte Budding Products, lap. (909) 34&2927 PE•2021 (362) 367-2528 category: Panay Web ptriwhengshu®Wneshr aabcargap: sating dis.com Connpllarr, &Istlsod: Evaluation Report from e Florida Registered ArchNW or a Licensed Florida Professional Engines FLAZI t11,4111fiProdt.te Quality A� Aaa[mraid for gm Approved for Lhas Wpasi 21" pmductpwdo� comment Explinstion Dab 11,1111112 Oubids mmi ReeWtut Frnaag ant Preduce Model. Number ormm» Inter -paste hp skiing 12/31r2020 Yee Yes WA WA 2 HerillsPlank Lap Swing Florida Department of Business & Professional Regulation Page I pre Building Codes and Standards 120/2020 Product Approval Application Detail FL/2914111 Quality Assurance Approved for Use Approved for Use Ica act Desion I In HVHZ Outsidel-14Mssist rat ram YlOion maggiaskitat Vertcal AlurNnum Mulgon 121312020 No Yes Yes N/A Revision 2077 PCaT kwUbhiee Cst9gry: WAMorm subCo%pory: Muaau Compikrrs Massed: codification, Mad or Lhting F112614h1 ProdMte 1 users *wAN Doom and Windows Florida Department of Business & Professional Regulation F.ge 1 & 1 Building Codes and Standards immill Product Approval Application Detail l3CAM-Rit EntiNce late 21M DsiemII0pp gag 220 comud EmloseraJdingla Yao&lbw by Yasdsted ati4mlteY t A Aomved AMR Arm V..L- lmMdmpaa Pkgehere Zhu Ronald 1. Cgawe John Sodhant, P.E 091212017 0eN002017 OWM17 101I 2017 Approved Revtelon 2017 AWde (W 349-W PE-24121 (382) 387-2528 Category: Panty Web pirngolmiglhutiftarneMr apbcat.9.y: somte dle.ccm compilers, Warta: EvaWOpn Reportfrom e Florida Registered Architect or a Licensed Floods Professional Engineer Aimorsinjow jorlien Aopmvedfor Use Imant 2m(aa Product DommirlsillonfnHYl)a 2L 3 Rftistmt Pmaga la9.E Product Model. Pollinator a No= 16r-,aunt 40 owing 120ism Yes Ys WA WA 1 a. &qud;2T8qu4 Solt Florida Departntent of Business & Professional Regulation paw i e l Building Codes and Standards 1151m16 Product Approval Application Detail Enter or fart Isis Rw Faadlm leg contact Eliminator al1comise, Ytlmaadby Valued ifNommall FWApprossi Agptmmd Iteam Dean Ruak Mani -Date 80CG-CER MkmFDWs BCCO-VAL 12105W17 11115M17 12M M17 Approved (041)48"100 (786) 315-25N dru=pptlnduebtea.corn Aarw.d to Dap Approve for Lim IMIEW foams Floduat Dissertation contrast Expim§- Dab In Inge LaYms.HYM RuishwA Ftamtm Aluminum Musses 0528/2021 Yes Yes Yee WA Florida Department of Business & Professional Regulation paw I & 1 Building Codes and Standards 1/1512018 Product Approval Application Detail f$ lag no Date ParwUsn fag contest End- aLb- Wsdddft mood" "stated IFISICAmmonevoil Aamllad M" Nick Thompson Lyndon F. Schmidt P.E. Ryan k King, P.E. 10r04r2017 10103R017 10/112017 12/122017 Approval (330) 922-2389 PE43409 (813) 767E555 newmpsonQahWe.can Approved for use Approved IN Use IMRod Dea mi In HVHZ 2ubwotm fwwsbw Prefixes Vent or SW Vkyl Solo 12/31=0 No Yes No WA Florida Department of Business & Professional Regulation Pew I el 1 Building Codes and Standards 1152018 Product Approval Application Detail FLMBIMRi S90 Eotl6cu Zee eta Dom Panama tag Aram Violation JNywfwww Canted EnaWs[aAkapatValidated By Vandow Submltbd FOOApprm.l AppaOMA imam Revision 2017 Therms-Trucopontlon Rick Wright National Ar4Wbbm& Ryan J. King, P.E. 122a2017 0WI2017 12222017 Approved C•1meay: Exterior Donn (419) 2WI740 Management k summe (813) 767$Sb5 arbeatepory: Svtnpinp Exterior DoAsaernb �Ite Ma Compll-Method: Certification Mark or Lsbg com "12254-A pledges, Qua& Assurance Approved for Use AlWargibid for U" liallegi [Makes it" Produat aapeaL Muster r teams contrast Exaltation Data 1, HVHZ oulddis HVHZ Roolomm I03feaor 5 e. &quokSmoopr-Stmr" and Squotaendlmark by &S and W Opaque and Gtesed Fberglaas Door wwb 12f312021 No Yes No WA Themes-Tru&qud; and wMroutawelka, kswkg and Cubwkg FLM14t29 218111 Aron Version lgmdact [ Revision 2017 PGrkduwka Coropary: Exterior Doom SubCame": Siding Exlerlor Door Assemblies Coerpltence Massed: Certification Mark or Lstng FLM14t29 Products Ant Product Modal. MsaMr car Name 10 SG04570 (Large Micelle Impact) Florida Department of Business & Professional Regulation Paw I of I Building Codes and Standards IJ%=18 Product Approval Applcatim Detail Em.Lsr Qom Rik 1mePsadm 2,k Canted Emneer A.Li� validated Do Yald" Ave mad FW ApprWal Approved Ion Dean quad MWMWede BCCO -CER MsmWaft BCCO- VAL 122gr2017 112&2017 1226 017 Approved (941)4as-o go (786)316.2690 druadr�ppaMuwks.00m Quaw Approad to, Use Agaliand for haled DW- Praskid Descriptions contract Expiration Dome InHM Outside, HVHZ RWWMM Plmmm VhM SNIng Glee Door "142021 Yes Yes Yes WA Florida Department of Business & Professional Regulation paw I er 1 Building Codes and Standards 115=18 Product Approval Application Detail Dh,elaxal 2111112 2l& am Dab Footless 20 mus V ! ti9ntaSt Ent�g ValmaMd f Ism Approved AM& Fnakrr a lJ,rrse VNkatW av Revision 2017 Cbpay Building Products Company Mark WWNrneki Irearbk Tasting Seevi,s NA, Gary Kohut llra=17 D IOM17 120=17 Approved CMrpory: Exhor or Doom (513) T70-8082 Inc. (513) 51 saw SuIsCmdoemy: emotional Exterior Door Assemblies nbwestnaewQdopay.corrr compliance Maarod: Codification Mork or LWkg Age Atm®Cdfor :4m mpatd 2edgn sent productDesedWar inHVIC outside I PJmtpa 102 102 WB•18 pAW2F153: 73, 75, 84A. 94, 42, 48, 428, 4W Steel Pan (min. 25 gas Double-Cor (W2'to 113 7 0521MM No Yes No +37 PSFH7 4RST, MST, GOBS, GRSS, ARKS, EDSS wks) WBNDCODEAll VMB Garage Door PSF Florida Department of Business & Professional Regulation Pagel &2 Building Codes and Standards 1rV2020 Product Approval Application Detail - Oilw4�a,mapce Aboroyed for Use AprovW Tor Use Lieamn Se Product Modal. Number or Name Product Descrimion Contract Expiration Date In HVHZ Outside HVHZ Resistant pressure 1 HS 188 Fin and Flan- F,orn. 73.621-1.1ted Glass 0 162024 NoYes No + 51-5 Ism Ymlpp NkmitnsYlmrL Revision 2017 James Hulk BUIkNng Products, Ind. Category: Flow Waft SubCalm": Siding CowdWAnm-- " : Evaluation Report from a Floods RogNtemd Architect or a Licensed Ficrwa ProlessionN Engineer FL/12192.R&Produ:ls a," product Model. Number or NNW 1 CSMPIN c Lap Siding FL#IW24t2 asit JD= Ymim Revision 20t7 Ahwe Cmmmaary: Pall Wake subcdowy: So% CanpWs, steeled: Evaluation Report from a Fiends Regietered Ardnk9d or a Licensed Florida Proimmoss of Engkusr Bf1527242prodpag ago/ preload NOW, Number or, Nam 2 Is. 8quotAaan, T4&quot SoaH Florida Department of Business & Professional Regulation Pew i d l Building Codes and Standards 1/51201e Product Approval Application Detail EmmLat 2sia fag Dow P&W m Ram Canted Enab Ea Lb u vaikatad 81 Yllwow seesawed FOC Approysl Aum Pkgeheng Zhu Ronald I.Ottawa John Southard, P.E. Og1252D17 00/092017 08r292017 10110=17 Approved (e09) 349-2927 PE-24121 (352) 367-25M pagettang.zhu@jem%hs des drn OUL4b Assurance, Apprmn+d1brSgs Approved for Use JMRW 21" product Emendations oontniat Exokvdmj)sb In HVHZ ouwoHAR !ice Fruipa 5ber-comard lap eking 121312020 Yes Yes WA WA Florida Departinent of Business & Professional Regulation Paw 1 d 1 Building Codes and Standards +&ate Product Approval Application Detail Ender a 90 no Dow POKIM 21k Canted Emhu[:lksoae WON!ey ywwod atthmtlid PWApp[mal Aoom2ld fHmm Nick Thompsenn Lyndon F. Sd.*k P.E. Ryan J. KIM, PE. 101042017 10/03r2017 10/112017 12M 22017 Approved (330) M-2389 PE43409 (913) 767-6M Nhompsrb�ahide.cam Appmwed forSlpa Approved far Use Detest Design product Dommorlistion 19 VS outside RIMBic Pmntm Vod or Solid Vinyl SAW: IV$l2C20 No Yes No WA N N C ui -0 E _ CU > O +� U N 0 oca 0 `V -co .'^ C CO L Cn O O CIO U_ > . 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PA 1.1 -T :1 L�1 �I r,l Ill �ml ITir�rirr Florida Department of Business & Professional Regulation Building Codes and Standards Page 3 o1`3 1202020 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 d 1 12wom Florida Department of Business & Professional Regulation Building Codes and Standards Fai 1 d t 1/60018 Florida Department of Business & Professional Regulation Building Codes and Standards Pepe i d1 1/62o18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Data[[ Product Approval Application Detail Type Coda Version Manufacturer Entity or Contact Enalneer&License Validated By Ddt Validated DD4 Data Penang Suibrni FBC Approval Data Apo, Status TTsda Code Version Manufacturer Entity or Contact Enalneer&License yall"imlSr Date Date Pending Validated Submitted FBCAwroval gig Am.d $totes Fts1e91a4r2 9901 bu VNWM Juladissigis Enter csofa Va9dbdBy 10 21M YaftleWl Soxmd Dt/A-Plndkw ga FWAoom1W Approved Shea 220 Mime. Yanhn WildisafK anew N Covert faningerfLMsare Validated By Rik 211aDab Poland Ymod" Sam FWA■taW go Aarmlad AMR R.Asion 2017 GAF Category: Roofing Subcategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Arch itect or a Licensed Florida Prolessimel Engineer Michael Stch Robert Nleminen Jahn W. Knezevich, PE (800) 766-3411 PE-59166 (954) 772-6224 mstleh@gaf.com 12A 112019 12/112019 12/la/2019 ding FBC Appn Revision 2017 TAMKO Building Products, Inc. Category: Roofing Subcategory: Underieynrents Compliance Method: Evaluation Report from a Florida: Registered Architect gr a Licensed Florid. Professional Engineer Komi Edon Zachary R. Priest Locke Boyden P.E. (417) 624-6644 PE-74021 (334) 300-1800 kern edam temko.wm _ @ 10/192017 10/0512017 10202017 12/122017 Approved Revision 2017 L.V. Thompson, Inc. dba Thompson Archiktchual Metal,corrpeny (TAMKO) C■1■ppy: ROdbng Subcategory: Roohq Axuaorba that are an Integral Part of ale Roofing System ComPBmot MseMd: Eveluetlon Report from \ Tory Chrhmwn Zachary R. Priest Locks Bowden (813) 245.34W PE-74021 (334) 300-1800 btly®goarsbloollg.wan 101110121117 10M02017 10/172017 121122D17 Approved Ibvsion 2017 LV. Thompson, luc. dos Thompson AntllteClind Meals Company (TAIACO) Cabpory: Rooting aubCWapry; Roofing Accessorise dust are an Integral Pad of the Roofing System cermateaioe MlsNod: Evaluation Report from a Tony Christman Zachary P Priest Looks Bowden (813) 248-3456 PE-74021 (334) 300.1000 ton .dam y�parletetw9np IONO2M7 10/102017 10/172017 12/122017 Approved 1d118124, _>t ` Prollrefs-. , .. ., FL#123284r8 PrdtludEs�- r Flo ■ Architect or a Licensed Repkbrotl Florida Arch aed Ftedtla Prolassilonal Engineer FbrMa red Armneed o a Licensed Fkrkia RepNb Protesilonel Engirmw Sena Prolhud Matlei. Number or Name Quality Assurance Product Descr%tion Contract Expiratign Date Approved In for Use Approved for: Use HVHZ Outside HVHZ Impact Resistant Desion pressure, Sea # Product Modal. Number or Name Quality Assurance Product Description CatUaet Expiration Date Approval tar Use A—,d for Use in HVNZ Odside.HVHZ Impact Resylstand Design Pressurg 1 CAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and 12/162022 hipMdge asphalt shingles No Yes N/A N/A AKF OUMAaaairspe Aepltmed for Use Appouadfatlltl In HVHZ Oulaskil U" Hill Resistant DW■ $Nurse Egg,a Product Mattel. Numtsw a Nam PmductDjwjhtdon Contract Expiration Aoeoved for Use Dab hti1Ni outside NvHz IM= Resistant 122W■ pressure 6 No. 15 UL Asphalt saturated oruanic felt 10I18 021 Yes Yes N/A WA 1 TAMOO Flat Top 09•Ridge VeMwilh Baas orTb 28 ga. static rod ventilator with bent 090092028 Yes Yes WA WA 2 TAMOO Cdosonedt Vent 26 ga 09eG2016 No Yes WA +0/d2.6 Florida Department of Business & Professional Regulation Pag.1 en Florida Department of Business & Professional Regulation eg Page d1 Florida Department Of Business &Professional Regulation Page d+ Florida Department of Business & Proiessional Regulation Woe 1 d t Building Codes and Standards 1n2019 Building Codes and Standards 11=18 Building Codes arid Standards 1=16 Building Codes and Standards 1/Sw18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code Entity gr ate Doe Date Pencil- Date FittU184 U Ftf18919 R4 FLt K16RI Type Version Manufacturer Contact Enalneer&License Validated Sit vallaatea Submitted FBC Approval Approved status mm Sale V!� EWrsig ggyel Validated By 20 y,� Date Dab Pending S ABC Aoo� 20 A■rse9 �g Lmg Date Ymhn Ihrsd�uat RnWN Darshd ValMrad ih 21k no Dip Ydd0d Sty Fac Aoomval 20 A AMR Dads mm lied■ ul d1gm anew or Dg�gt eodee -Lamm Validated By Daft Daft y� S Dam Famous 21112 ��t Aaiair� Sus Revision 2017 Cat gory, Inc ory: Roofing Andrew Ceder James 4 Buckner, P.E. Steven M. Urich, PE e501) PE-31242 (717) 317-8454 04N92018 12/182017 04/152018 O6/122018 Approved Review 201T LV, Thompson, Inc. doe Thompson Archilecund Tony Christman Zachary R Plot Lo" Borden 10/102017 IOMOO17 IOM72017 12/12/2017 Approved Ravitlol ott+Won Aru4lMdurel 2017 L.V. Thompson, hop. cars Thompson Tarry Christman Lofury R Priest Lodge Borden 10/102017 101102017 1M172017 12/122017 Approved Revision 2017 FloridaF1orMa Meal Products Inc. Clrk Jonas Jame L Budler, P.E.® MkMal John Blamer, f0/252017 fONS✓2017 10272047 12/t22017 Approved Subcategory: Roofing Accessories that are an nolom11 ceder@lomenco.com Meals Company (TAMKO) (813) 2484W PE-74021 (334) 300A 800 Mats. company (TAMCO) (813) 2483456 PE-74021 (J34) 3DO.1800 Cabpory: Roofing (904) 788.8400 CBUCK Engineering P.E. Integral Part of the Roofing System Cale Tory. Roofing tony®portetakooMg.com Cabpory: Roofing tonyrsponetalroolInp.eern Subcategory: Roofing Accessories that are an uMtk@aerneo.uxm PE31242 (561) 414.7557 Compliance Method: Evaluation Report from a Subcategory; Roofing Aeospodn tine ale an SubCatepery; Roolig Accessories that are an hMagre Part of tie Roo&hp System Florida Registered Archaect or a Licensed Florida Waigi d Pad dale Roofing System Integral Pet dtho Rod" System compatriot MWmd: Evaluation Report from a Professional Engineer Compliance IMtltod: Ewkstlon Report from a Florida Registered oar n or• Limited FloridaFlorida ProMstenal Enpinee compliance studied; Evaluation Report from a Registered Archlbd or a Licensed Flontla Professional Engineer Florida Rephbred Atdniad oaLlosnealFlorida Probsetenal Empires .. .- F1.Ii1710$ 3Produc'tsProducts w. }., j �r m , - � soup • • - - Quality Assurance A waved for Use• Approved for Use H Impact • Design FL*IM&M Produces FLAMM@4t2 Products FMIaNMI Products lag Protluct Model. Number or Name Product Description CoMrad Exolratlon Date In NUHj Outside HVHZ Resistant Pre�ig AMA Quallbi Assurance Son DabffilOOJi Approved for Ansom dter Use D1 .fJ1B'!Z Ia■0 Boom Dehrs !'lLel■ Ag2 gmlmxa arsola S Answered flow Use Appealed Air Use lepe6 PA&kbktFIlHYrs Daeftrs aaa.t 3 Mae 3- FLAMCO &qud;RV 10 Ridge Vent6quoh W Dowh10A$ Aluminum Ridge Vems for pitched rods tebticated 12/31=0 ,A■�md�ih! A■r,,d No for ties h1� .iOQ>z Reelected Yes No Deal■ Pressure, WA 1 Deck•Air'e DA-4 Low Profile, PdypropAWO Plastic, Rod Vent 07/10/2021 Mechanically Attached to Plywood Deck. No Yes No +97.51-97.5 3 TAMOO Off -Ft" Rod Vent with Bass 26 ga. sWlo roof ventilicr with inrabtl bales oavo2028 Yes Yes WA WA 4 TAM00 Round Top Of-RMge Vent with Ba81e for Tie 26 go. static and Venerator with beset 09110111,12026 YM Yes WA WA from 0.025' AWnment Florida Department of Business & Professional Regulation Page 1 d2 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Pape I of I Building Codes and Standards 1202020 Building Codes and Standards 120n020 Building Codes and Standards 12/1/2020 Building Codes and Standards 115=16 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall TV- Cgdt Version Manufacturer ELpltJL2 Contact Enctneer & Ucer se Validated By pglp Validated l it Date Pendna submitted FBC Approval Dole. Approved Stabs sdi99 TY Vision Manufacturer Entity a Contact Erwin ter & License Validated By pit2 Date Validated Submitted Data Pending Date FBC Approval Approned Status 13t1M34 291itSol20 mn Vereflon jagatijisaill cooled Engineer A Lk— Validated Be 211 Dde.p4ncl■ F&C Assinsvid go Addicted am& 92k Entity or 20 2da t»e Penptno 211,2 TV- Version Manufacturer Contact Erwineer & License Validated Se Validated Submitted FBC Aoprowl Apo..d Status R-sion 2017 Bore[ Roofing g Category: Roofing Subcatogory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evalueticn Entity • Anderson Robin IAPMO Uniform Evaluation G W. Welker aril (801) 380-8094 6ervlas LLC. (205) 854-0180 RobinAnderson@boal.co in ,.: _- 10/182017 10/062017 1021/2017evision Approved Revision 2017 Global Protection Products, LLC. CategoryShutters Subcategory: Storm Panels Compliance Method: Evaluatipn Report from a Florida Registered aNchitect o eLicensed Florida Professional Engineer Ti.Tim Robinson Wolfer A. Tilllt Jr., P.E. John W. Knezevich, PE (954) 889.7545 PE-44187 (954) 772-6224 tim.robinson@gppentcom 09/062017 08/3/2017 09/112017 12/12/2017 Apprarotl 2017 Al American ShuOere and Glass Category: Shutters Subcategory; Storm Panels Compliance Method: Evaluetla Ramon frame Florida Registered Architect or a Licensed Florida Professional Engineer Mike Barhled Frank L. eenumudo, RE Troy Bishop, P.E. 561 712- 882 PE-0046549 954 947-0880 ( ) 9 ( ) mikebC.U. eiicenshuttb rs.com 10/182018 10/182018 10232018 12/112018 App,—d Revision 2017 I1W BuStlInp Component Group Inc. Cabpory: Structural Components SublCAW": Trust Platen Product to ilt n E: Ewkratlon Report from \ Product Ewketion Entity Stuart Lewis ICC Evaluation Beryls, LLC Wallam M. Ranted, PE (847) 918-8473 (407) 881.1917 atewle®atNn+eiw path 09I192017 09/07/2017 09212017 Approved FLa7814=N11Proulldr , _ aeubets =_ FLPIMINU Products Sena ELWuct Model. Number" Name Quality Assurance Product Description Contract Expiration Date Approved Illressure for Use Apprgwd fur Use KvHZ Outside HVHZ 1 Resistant P Fig, Sep # 1 ,. Product ModeL Number or Name 20 Gage Galvanized Steel Storm ParcIsfHVHZ - _ Quattiv Assurance Product Description ContractExokatlon Date Corrugated Galvanized Steel Son Panels retained 121312020 or not by lacks to provide hurricane protection. _ Approved Use Aoprovetlfor Use In HVHZ Outside KVHZ Yes Yes .. Ilnoaet ResistantPressure Yes yg4(gD N/A $-9.# 1 - Product Model. Nu mlow or, Name 24ga Galvanized Steel Storm Panels Quality Aas..ce Product Description Contrad Expiration Date 24ga Gat—med Steel Storm Panels 12/312020 Anurgvad fa Use Approval In HVNZ Outside Yes for Use Igact XVHZ Resistant Yes Yes beaten Pressure WA Wit: 1 - rrW SCUAll ins Figher Strength (H &amp, S) Meal Connector Page,1=12022 Apt h.tAllli �j Yes YM 1 1 agist WA � !p WA 16 17 la exony Saxony900 - Country Slate, Hartford Slate, Shake, Slate, Split Old English Thatch Saxony 900- Country Slate, Shake& Slate e e - Knalto, CA "I2U-20o Flat Profile - Stockton, CA 12/312020 Flat Profile -Henderson. NV 12/312020 es No Yes No Yes NIA N/A N/A N/A 19 Saxony 900- Country Slate, Shake, Slate& Spld Flat Profile - Lake Wales, FL 12/312020 No Yes N/A NIA Shake 20 Saxony 900 - Shake & Slate Flat Profile - Lathrop, CA 12/312020 No Yes N/A WA 11 a lin dum Proffle- Demrar o as 28 Mlle 900 Mecum Profile - Lake Wales, FL 12/312020 No Yes N/A N/A Florida Department of Business IS Professional Regulation Pape I Of 1 Florida Department of Business & Professional Regulation Page i or I Florida Department of Business & Professional Regulation Page I of I Florida Departno. of Business & Professional Regulation Paga I or Building Codes and Standards 1/7201e Building Codes and Standards I/620Ie Building Codes and Standards ir"'Is Building Codes and Standards 1152018 Product Approval Application Detail Product Approval Application Detail Product Approval Apptiaation Detail Product Approval Application Detail ELl1999.8l 980e Ereb, gale. 20 DabPardl■ 291 FLiH#9"fl Dade Estair Dee Doh Dallas Points 21111 13 2M EdWLat Daft 2112 Dab pmk ! 2991 Edteor Doh Deft OEM polom Doh Mlma Version Inter coOhd E■he[! uft Validated IN Validated estimated fti.& A■mvd Accepted ima Muse Version Niggiligaill concept Enakmw L License Validated as, yam Submitted Fal Adel Approsed Nam My■ version Ussidi rsim contact EnalmLil validated By illy Agibrallad Fill Acomral Accepted Stella ilea Varshrs kumdocty Smdaat Emith ■ r & Lb— VmMmad By YaVddd Submitted FSC AQonsird App®ntl Stria Ralston 2017 met BWMIg Oar ras Group, roc. Slued Law% ICC Evaluation Servks, LLC Waam M. Ranted, PE 0 IVA17 OOM712017 O9/212017 Approved R WWM 2017 1 W Building Components Gmup klc. Stuart Lewis ICC Eve*kalOm Service, LLC Watsm M. Rental, PE 09/19/2017 OOM72017 02212011 Appraised Review 2017 rrW Building CompoteMe Group Inc. Shed Levels ICC Evaluation Service, LLC sinter. M. Ranted, PE 09/192017 0=72017 O9/212017 Approved Revsbn 2017 Mrrek Industries, Inc. David Wad ICC Evaluation Service, LLC ICC Evaluation Sarvics, 10119=17 10119=17 10222017 Approved c"ory: Structural Component (647) 918-8473 (407) 681-1917 Classier. stinnotural Components (947)918-6473(40681-1917 QtbOand components (847) 91 407) 881-7 7 . Structural Components (314 1-T LLC. SulCabporyTow P SuhCateporyTruss Pace swedi.oDm SWCmsitory: :fuw Plain erwte@spine4w.u:orn aubcar99ry: Thsa Pleas drell®md-pan (205) ti99.9800 compliance Maagtl: Ev\kstkn Report from a ComDamea lesllnad: EwWticn Report aroma Compliance Mollead: Evaluation Report from Compliance Method,Ealuatim ROW fram a Product Evaluation EMiq Product Evaluation Entity Products Product Evaluation Entity Product Evakation Entity R3199e.M Products QIBtlir Assurance Approved for Use Asocirstesedfortim ht■d &Wain Cluster, AWm10ar ApairNd for Use Approved.11or Uss ht■d DWpa ftfi" 4M Quietly Am Approved for Use Approved for Use lm2w Damn RA11974t$ Products gl.lt�C &MMUll for Uss AQQrsYed for We tB RM Dehrs Sm.E Product Q ..ddftrs In HVHZ Qualside, HWM Bit l RUM on& Product Model. Numbwa rmn Product. 1rs1Ea6 oLdmftt&W Behhd PrsaM■ 220 In etl i outside H Beebum Prs9lgrs Seals Product Ma%I. Number or Noma Deftrilift contend Expiration Orb In NVHZ Outside.11)RIL gas Pfo"M 2 MIN SC13/Alpine Hinges Plow Metal Connector Plate 12/31r= Yes Yea WA WA 3 ITW BCCIAt its Tmkx Metal Connector Plate 12/312022 Yn Yes WA WA 4 rrW BCG/AlpIM Wave Meld Connector Plate 12/312022. Yes Yes WA WA 1 M18SHS 18 ga. super high str"gth row connector plate 01/012023 Y" Yee WA WA Search CdIKM Florida Department of Business & Professional Regulation Few I of Florida Department of Business & Professional Regulation Page I d t Florida Department of Business & Professional Regulation Page I Of Florida Departoent of Business & Professional Regulation pWe I of i Building Codes and Standards 1167mis Building Codes and Standards 1/541018 Building Codes and Standards 1=18 Building Codes and Standards 11w1018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLM974te Sdsde grow a gift tie Dab Pam■ 21M R=974te Dade Entity gaff 21M owes P.eeue Daft FLS2197416 Seat Entity g Doh Data PdaP.tBd■ D� FLrtt1N4e 2291 EdhLd Rik DOW Deb Parallel 210 mm VlDNm YiadirAO[ Sasdrd Engineer AU— Validated are u Validated HWmNYd F&CAooroved Approved Shea Mae limhe lllmilitighte[ called seldom &LJ— Validated by rildtkd EIIbmad FWApproval Atm[emd Slaps BM Veoha Yimdetdiss"[ contact amid— ItLicense Validated By YANdod Amkmkmd FBGApprmW Approved USE, 1011 Morrill gI1Dh6 EmINciLk� Validated9, Validated Ambmbd F94AvarsYY Aggminnid Himle Rw%lon M17 MITirk IndutElen, Ina. David Wed ICC Evaluation Service, LLC ICC Ewlualbn Service, 10119=17 10/1912017 1042=17 Approved Relation 2017 MTak Industries, Ito. David Wert ICC Evaluallon Service, LLC ICC Eveluadun Service, 1011941017 10/192017 10r2=017 Approved R-Won 2017 MiTek Industries, no. David won 100 Evaluation Service, LLC ICC Evaluation Sravice, 10/19=17 10(111i 7 10/2212017 Approved RmAd- 2017 M ITek Industries, Inc. David Wed ICC EvaUsOm t3enlot, LLC IOC Evaluation Santa, lo/192017 IOIIWM17 102212017 Approved category: Structural Components (314) 851-7480 U.C. crlegery: Structural Components (314) 861-7480 LLC. callow: Structural Components (314) 861-7400 LLC. Calspery: Structural components (314) 861-7460 LLC. SubCategil True Plebs dwertQma.com (205) 80"800 Sub0stai : Tow Ptebs dweil®m8.am (205) 6WNW SubOws": Tow Pales dwerallynil.00m (205) 59940M SubCabgory: Truce Pk11es d+yed®mrll.com (205) 59948M compliance: Evaluation Report Mom a Compliance Method: Evaluators Report from a Complkma Ma11 x: Evaluation Report from Comppma Mstlwd: Evehetiot Raped from a Product Evaluation Entity Product Evaluation Entity PL#M974M Products Product Evaluation Ell* Product Evaluation Ell* FL Ill Produela Quality Assurance Approved for Wa AiettteredlorUse hoba Dealers f19a19T4M emdwa Q&WWAele■e Approved forSim Accounted for Uu IM219 DWprs AgamnOfor Use ApumltdbrLW bmW gel■ FL P219741t Products QUIMA@rsape Approved far Use Apgmtael forlhe IMRW Detail $m! Product Model, NumlwNames P In1ANZ o 11elWrs Pro" $era! Product. 1s11Y11i tlenbiM FIVIR 1 Prsaprs �g3 Product Nunnhara Nara Product ID.lOQB Prealrs asaa Procter Medal. NhnhbaaNarne Product InHWM outside ffiS Rehm E� 2 Mil 16 16 its. truss tomiador pMs 0110I2023 Yes Yes WA WA 3 Mr18HS 18 ga high strength truss contractor plate 01/012023 Yes Yee WA WA 4 M720 20 ga, i not connector ants of min 23 Yes Yes WA WA 5 MT20HS 20 ga high stragth throe wneedor pieta o1,B12023 Yee Yes WA WA Florida Department of Business & Professional Regulation Paga 2d2 Florida Department of Business & Professional Regulation Page 1 92 Florida Departrnent of Business & Professional Regulation Page 1 of I Building Codes and Standards 12U2020 Building Codes and Standards 1202020 Building Codes and Standards 1/62016 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail P Produ is FUMT7441S Type-' Qa Version Manufacturer Entity or Contact Endnear&License Validated By Del Validated Data Date Pandbut Submitted FBC Approval hove tl Status Mlle IYpe V9rsipa t>yrsflligheaL Editor S'@rsfart EDggtlLi.Licamess yafMmed By Deft go YdldSftd $LOaEiW Date Pladed 20 F$fiApproval Apt .S.WIa Quality Assurance pporowd for Use Approved for Use Impact Design Sea a Product Model, Number or Name Product Deserldlon Contract Expiration Date In HVHZ Outside HVHZ BeslstaM Pnessun, Ed chat Change 2017 Weyerhaeuser Category Structural Components Subcategory: nee Engired Lumber Rob Baldwin ICC Evaluation SeMce, LLC Ian Lehrer, P.E. (253) 924-6476 (608) 639-3288 Robert2sJdwin@weyarha '04/012019 0322/2019 04/082019 Approved 1 High Strength Concrete Lintels 4, 8, 8, and 12 inch wide lintels. 05212022 Yes Yes N/A N/A Revtelon 2017 commercial Concrete Producilno. Ca p oy: Structural Components supeaa■adrory: PraCuola n.—as a Rt est o Robert On% THUY H. HUYNN John Hoy (813) 859-3707 PE40122 (352) 585.5311 Pr ca,%roneyshop. 10/142017 10/132017 1012=017 1211222017 Approval Compliance ssrthw: Eva uetlon Report from . .user camNow Product Evaluation Entity Compliance IM Ned: Ewluaflon Report from a FIJsi27-R1g -._ Products .: - -- :... ; . Florid@ Registered Architect or \ Licensed Florida ProteMional Engineer Sea # Product Model. Number or Name Quality Assurance Product Description Contract Expiation Date Approved In for Use Aco—ed for Use HVHZ Outside HVHZ Impact Resistant Des al n, Pressure F1.111,177441till Products 1 MicrofomLVL Laminated Veneer Lumber 031312021 No Yes N/A WA QUI Apt Aoaand for lrw I32W 21" 2 P... lem PSL Parallel Strand Lumber 03/312021 No Yes N/A NIA Aw Product etedeL Number or Name Product Description contract EXCIMUM adds In HVHZ Ddddl.fivHz ! Pl■U■. 3 mmberStrand LSL Laminated Strand Lumber 03/312021 No Yes N/A WA i Oil&* Precast or Commercial concrete Products Precast and Prserecaed ConoNse LIntela o8262m No Yes WA WA 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2021 No Yes N/A WA board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Bard Rim Board 03/312021 No Yes N/A WA N N N C0 � U N Q 0 O .6) co U C/)CU \V N Q O UL w E O �� 0 /CL i U) �l HEO i.2 i 7 , .i:--- ti"IIl 71Y{I slay l lit :.u�,1l! a a f 6 it