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HomeMy WebLinkAbout3083 Lytton Hall DrALL Wa'�K SH CODE. FL("RIA�SCOA4PLYW17 � NA �0111�r � Ulf «ilN p8 E_ECrF IC (' S coop, rH CiryO P GEs ! �°RFillls REVIEW DATE , CITY 0, F ZE'Pi ` r�tK PLAN EXAMINER ABBREVIATIONS 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 Fir Sys Floor System RAD orRad. 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 BLK. 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 RS, R/S, RISH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or CIJ 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 K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine .GONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WOW. 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 Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB I e'�) 08'� Lwk AdJ42— I 011 DOE]EIDE]EI ED JCICI7D EI �IL EIFE-� 1:1 El El El EA LENNAR 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 1 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 I PRODUCT APPROVAL NUMBERS PA1,1 PRODUCT APPROVAL NUMBERS PA1,2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. F i +x Mt a � ,...... �f 1 a Uj � r J �4 C- A: i 0 F E SS'o w tit To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F mo (0 88 r-coo O d U N N Q ik OO O O c0 J LJ C% N N N L. C7 M � M �LL w2 u- LL n o. �NS N& M ryJ a �cg ° ago Z O T@+ C m .0O 0 .@ OHO m M W Earn R, o a ILW N z Z Q O N¢ M Z U~ J W z � o 0 0 z o � N M (nv) z 2 oLU 01 �v (D fn Y tJ '< 0 t,r DIV) N o U min= 0 8 z, U o 0 c co ¢ � m �Q �m C W Mz o Z E w� 0 }o ra o E z �® oa No ~ CD O ¢ 0� UO O V o� N�o L ww J M �� - a ¢ O Nm w m 0 0 J <W xn F y O g Z O U L% rz O a N w W a zI¢La 3 0 d: oc L � rn 00 .� LO � r 0 0 (� W m = d- 0 C) �Lo r 2 M o T— Lo N �; E c ('') r T— 0 z m z � a E M c a E= c0 JOB NO: 20-1127 SCALE : AS NOTED SHEET NO. C S I, ■ r� A ■ OWNER'S SUITE 8'-0" CLG. CARPET o� W I T A LO 17'-8" Mw J00 l9 CD S3 (3) 2x4 #2 SPF w/ N DTT2Z @ BASE TYP @ 1 STORY 5'-1155QQ" l A'-n" I I CO Cl) 2:12 VAULTED CLG. N � I FAMILY RM 9'-4" CLG. CARPET FI 65'-0" 56-10" DD 05-SH T - - - - R&S - - - - BUILDER TO ,� ° 6" DP. iv PROVIDE W.H. INE APPLIANCE p PROTECTION 2'-6" WHEN REQUIRED W. 1. C. PER FBC 8'-0" CLG._ TIE CARPET T 2 CAR GARAGE rn T 8'-0" CLG. -7, on 20'-0 60"x36" N SHOWI SS J D I I I I I I 4'-0" 11'-7s' I iv 6'-10"FH 4' 7" I I O - I PATIO CAFE I -- -c------------] - VAULT. CLG. D•W I ao CO U) CARPET I N VI O/' SI Kw/ ISP 21'-2" 2 M , TI .E F ■ /// I / <V i - AC PAD // I - --- - - - -0 O T 29'-8" 2 HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROOF, R.A.G. `-EDGE OF SLAB 2" BEYOND WALL K S3 1 11 I I I1 I Ir11 I pp..1 1 I IIxUl�i1 II � Q all L--J R&S - 2668 '-8" iv 5' 4" 8 5068 B.F. OPT. REF. --lt BEDROOM 2 I 8'-0" CLG. I CARPET I IJ 2-" PANT Y w ' =w FLAT Lam', _ w 5-SH r 16" DEEP 25-SH EGRESS O 10'-4" r A K S3 (3) 2x4 #2 SPF w/ DTT97 @ BASE - 10'-108" -HDR AT 7'-4'� Eli iD co 14' BEDROOM 3 8'-0" CLG. CARPET 1 U-44" 15'-10" N3ni H.B. rL----------- TYP I I I S4 GARAGE I I I I ► I I I I I OPENING I l I I I I I I hs„I s I I I I � I I I o I o I I I I o l l = I w I l I I I > I I I O0 I I I I x l l I (0 I I I I I I I I NOTE: FINISHED I I I { I I WALLS TO BE I I FLUSH. VERIFY IN I I I I FIELD- I I - - - - - cc D 1 S3 S3 9'-4'CL 3068 O -j- ' I I ENTRY 0 8'-0" CLG. I I R&S 2668 r r r ------------ 7'-6" 5'-4" ih I `\l I l _ 4068 B.F. coCD L6 II fl Nwil u- m T co T 25-SH EGRESS O I I Ica I I I I im FIBERGLASS SURROUND BEDROOM 4 8'-0" CLG. CARPET 2„ o C7 I I M 19'-6" rn C 00 O w TYP @ 1 STORY \ A 1 0 0 v 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 184X251 S.H. 13 20 X 38 j 18 4 X 371 S.H. 14 20X50j 18JX50 S.H. 15 20 X 63 18 j X 62 z S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. i H3 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11­15 274X63 26X621/2 S.H. 11-16 27JX72 26X71112 S.H. 22 37JX26 364X251/2 S.H. 23 37 J X 38 i 364 X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J4 X 63 364 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 j X 371 S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54 X 63 52 � X 62 � S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent, • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 112" 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" rA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 CD +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 GG SEE SN SHEET H 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 / WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-Al EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING I R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4."-1 r-O" GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED �1\ �" •- c� �O 4'ti' .: .,. C- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda 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 v O � U 8 `° N (p Opp V _ O CD M N CV N, N N J J '� N LL LL 0. ao C7 _j LL_aa Q ;°c'u: °taco Z 13 of F- @a)o IXm0LL ❑ W'morCO W arn 0) E4 mg 0 ° ML N < (y) ❑ co U O Z ° L) ❑BOO W C7 c- z N S z z o J 0 � N M N .O =/% C W ff ° 4 - N o o �m w Rig= - J2 E g I 0 x U 8 M a U) ID �0 e �m O coW J� M z¢ Z c6 E �o o0 zo ¢o _ od N U U O O E O .-0 �z az ¢zW ate-. U y m oz Z J m ¢" Q W �z 01 m 3 !� 0� LL ° U a NW W w a MIJo O cos� za a2 °L o3 0M � d' iv W 0 M .> T_ CD t- o O n1 m c Q T N J CT-2 t\ � O N r E E M r E Q a m a U 0 Q p 0 JOB NO: 20-1127 SCALE : AS NOTED SHEET NO. 1 C M KITCHEN ISLAND 5 KITCHEN Li'LIL M CV Oo 0 OPT. REF. 0 OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW lilt 10 MIRROR DOUBLE SHWR. SHWR. CRODS CURTAIN HEAD VARIES / ROD z 24" TOWEL BAR � TOWEL BAR IN a w ON WALL ABOVE TUB OR SHWR. rr TOILET TOWEL BAR aW. ON B WALL F' BATHROOM O M MEDICINE _ SHWR. o 00 VALVES W o CABINET TOILET � SOAP 00 EO 1 - PAPER G° o 60 DISH U r } HOLDER _LO r r 0 z 0 z CO CV M O M M M M M L N TUB . FIN. FLR. - - - - _ BATHROOMS. SHOWERS AND TUBS SINGLE ROD CLOSETS/LAUNDRY KITCHEN ®' O 00 MIRROR ILI OWNER'S BATH BATH 2 O r INTERIOR ELEVATIONS. 42" H UPPER CABINETS 36" H UPPER CABINETS --- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT cr_ BRACKET 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP QN1 H BASE 0 r 00 LL �T a C° 0 2x Ln O0 FRAMING ' r L '- M G4 1 /2" GYP c? BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER III O CV N FIN. FLR.j j CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" l I)WN SE 0 @Epppp`O 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. 04 _ V 8 N c0 N 0 0 0 IF LIS J ti M N * oo 0 to ,�LL It, a a W N LUj N M W N O z o m O o �i = m = W mon o < z � N o ¢ O (.y¢MZ U H z °� ❑00� W M (D z N O O p (o z 1 o � z N M L/ ! C /n O lJ IL V) x L.1..1 O d ¢ Lw F c/N 0�f E o � � Um w F— T E O $ mi = Vo Q r o • rn rn �m o Co �z M z o L.L z o o O � >ZN OR QZ E U o0 U ¢F u 0 O O� O N °dz oo. ¢ wz � L f0 Cl) >_ $ U ym O O z Z z VJ N J QW sco N 8� LL z g° d z �w W U .'o =k m� �w w� �o >° o � zzla a 3 dM.' CC M .! �y LO LL '- O m = h 0 rn d' ai n � o N r ui M:3 co e- 0 Z E O L9 M a E o U JOB NO: 20-1127 SCALE : AS NOTED SHEET NO. 2 12 5� HEEL 12 o 5 F4 T.O.M. — — HDR HGT. — TEXTURED o CEMENTICIOUS FINISH ON C.M.U. (TYP.) cfl 12 5� 2'-0" i J, MENNEN_ F.FL — ------------------------------- 12 �5 0 14'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -011 El ILL 0 0 0 0 E El El FRONT ELEVATION - Al 12 �5 SCALE: 1/4"=V-0" 15'-0" RIDGE VENT LEFT ELEVATION - Al 1/4"=1' 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED CEMENTICIOUS cQ FINISH ON C.M.U. Zo (TYP.) F.FL. A 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. ,i r" CO �O. O F E S ,�,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F 0�0 O N N lk O O 0 0 m f0 J J C)N r co LL LL O ti -N0 J * W W �LL�Vz u LL n a N m S W In ;m�SZaaWY U) W o wg Z -ra �Q)o X Wiii o co 00 in W IL rn.�N�cn i oo a g o NQcnZ 0 aZ U �� Z ❑❑❑❑ W M � Z N O _ W Z � N o � z Q M d N r ^ I _ C7 � Z O v' T •O^ =%i 0 W p � Q 0 V) R C�_- O V I V U °g ,., m 0 8 = zl�... L m r•Q Q o C.0 w M zz o t; E zo o0 � ,o _® Q E CUB «i 0 O Q UO 0 0CL O Mz N L .o wz rp C ¢ 0 0Y m o oLL ZM J 0 ° �z N ofo 0 U a W � C w <� �w k < 0 J W � J p <� 0 io o� zla o, 0 3 �M 0 = N L hi rn m n' W m 0 .M� M LO L.L � r _ Q C:) ^ o ED = _ p r IM^ C000o ,-- L1 N T— N E �+ / c ce) T 0 Z E Q m N d E U Q p c JOB NO: 20-1127 SCALE : AS NOTED SHEET NO. 3.1 C a 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� TnM — . — — —1 -------- [ � -oil 15'-0" RIDGE VENT DGE VENT EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 6-0" 3'-10" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - Al 14'-0" RIDGE VENT 12 : �5 T.O. M. -- HDR HGT. _ ------------------------------ TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. 2'-0" (TYP.) FINISH ON C.M.U.ol (TYP.) F.FL. — RIGHT ELEVATION - Al SCALE: 1 /4"= V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. ��� i 1NI1111 !Il/liI O �\N`�`''� a tr-'r��•E� r0 '• F L O F E S S�O� \ \� ""fill I1110%li, 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 I- IT E coM R O # OJ v J O N N W LL O y J U J* W W �� u U- o- o a (/) V7 M uJ C �C'u aCL Z a<n°' 0�o W � W 0 = m 0 0 'Fo0t- mg¢= W z LL 0) E i ❑ ° @ N p ❑ VJ Sg, Q 0 Z N C.O. Z 0 O J 2 �d ❑l]l]❑ W N O Z O v Q J M d N wad Wul M Z N ,,nnV O QA w n 0 ii 0 V) N w � Cam^ Eo 0 agow r-- o U m ID m t— m O $ I c U) �Q i9 w CO 9 z o Z J LL C ctr E m ¢ o d o coU o� z $ zs p a E �� 05 O 04 z° o dz fT5 C13 c _ C U C' 01 Z, ZN8 N QW �z o�0 CL a r `F �5 >2 (D c V Z 5 a 000 0 ACM =N m Al W � O M .! LO C:) I..i. 0 co _ Q T C3� Ln r I ce) o Nhi t— m r �; 0 z Z :3 E O Ca c Co FLU _ Q p � JOB NO: 20-1127 SCALE : AS NOTED SHEET NO. 3.2 2' 1 2„ *NOTE: VARIES 1'-10" iZ' CAP CAP --- _ Cv iv FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY SIN 1/2" RADIUS 3 1/2" RADIUS M iv oo COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 22 _ N 3/4' RADIUS a 1'-54" _ d BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES YIN 1'-0" 1' OPENING VARIES 0 22 12 VARIES VARIES riN 1" 1 1,-0„ 1„ 1 1/2" RADIUS I 4 3a" C&t 2 1/2" RADIUS LO r CO " rT VARIES 12 *'IN 32' 11" 32„ 1„ 1„ 1" (O N 3" �N T 2" 2 BASE BASE „ 3" 44 _)' 1,-8„ 4 2 *NOTE: VARIES 8" 2" 3 FOAM TO BE USED ONLY WHEN rE, C° REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" �N 1'-6" 1" 1'-4" 1" DETAIL TO BE BUILT W/ STUCCO.-- ki,�--�` EDGE OF OPENING 6' • , • 0 , 1-1/2" THICK 1-1/2" THICK 4„ 101,� N 21„ 4 N a 1 LIN(0 4„ CV 6„ 2n 2„ N Ll.t W PAO 1-1/2" THICK 32' 24„ Ch T 2'-4" 7 4 5z" 1'-5" 52' CIO �� 3„ - 54" 21, " a 1" 12 VARIES VARIES i" DR2 N W = TM 22' Q i I • VARIES VARIES 4„ ri 32' \, Q� T r--------- iv�Q W A, 6" 4" �'� KEYSTONE F11 0 OPTIONAL °' KEYSTONE F11 CO c OPTIONAL ,3 R , 6 4- z a a 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. VARIES • • • • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH 1 s 1 1a 1-� 1a 1 12, 2'-1° 1'-4" 2" •FOAM EPS MATERIAL IS ACCEPTED 5q" 1, 3 1 -12 54' 3'-8" 7„ iv 1 4" 3'-0" 4"—� 101, 1,-4„ i0„ 0 C>J - CV 1" N T 5kv, <V o0 o er m M r 1' 70, 11„ 2 1„ CV� - 1'-1" 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH t f` CN O CV CV C=k 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. V) f. Q Eo O v U co a0o N (O N I, V M ("fit (V N 'n ONp LJI. , '' 5 LL J a a 03 LJL 6- a, C LL LL a s x O Z� O Z < <'n W 'Eao1, 2Exo m0 �W Z�"&0L7= LL N Q co Z Q 0 a dZ � ❑❑❑❑ W M ppr Z N (O _ W z a d N v� z s Q) _U' C(i Y w O 0 Q ,O — ro w N V, E � ao w o� ` E O 8 = w 0 _� Lo W e —o em o M w Z z o W0 < Q E 8 w� z _® ❑ d 0U CL &a S� :3 CV. O o �o . w 1J w L Cp Q . �¢ o Y m 0 �& z N m 'D 'n Q W 20 to y 0. � � U a Q 3 U a0 TW ~� J Cl �z ¢ TO zN a ° 3 > d' rn W m 0 M .! LO CD �— /��� O L Q O IM CIO p r TT V� I LO r M LO Q N r E c r M T o z M Z � E a E U Q p JOB NO : 20-1127 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and Windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. -14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the - requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER � wP WEATHERPROOF DUPLEX OUTLET � GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 14V SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 24 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 POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 200 AMP 10 #12 cropper to 20 amp cl¢s 10 #10-2 copper to WH 10 #10.3 copper to Dryer METER MAIN 2/0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. Q EXHAUST FAN AC PAD ,_, ;Q; EXHAUST FAN/LIGHT COMBINATION i 3 GI ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) DEDICATED RECEPTACLE B FOR MICROWAVE RANGE I- PUSH BUTTON SWITCH (OPTIONAL) GFI DISC. HOOD PER SPECS �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 /I} ELECTRIC METER _Q ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH RI III nCQ ELECTRICAL PLAN — ELEV—Al SCALE: %4"=V-0" r, i z a r C=) 0 CV 1 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. WvEo Q co Owl U N N rC) ii 0 tC) N N 000 LL LL 0 10 5-J N a ii LL d d M a 611 S W N >�0 aaairo Z v<n°' Dix C O moo 'Fu0E-- cp W Ti LL4 M E i o m'�" N R' 0 N N a co Z U 0 J W M C' N C' z o � ¢ M d N M f0 o QA� Cn Y C)C) tj[� 0 W V) N E J o � � U n W m allr— m E 8 S 0 C) o c W m to, ¢ o .4 r_ O M 0 ZZ Z¢ IL zz O Z o Q N o E U r=� 20 Ze oa ZF� ca O E N O X U o¢ o ¢o 00 U 0 aZ L a �w o m 2 o C or0Z �m ZF Z�C 47 < a ¢w g In 0 Z W Q 0 d N W az (3 O J a¢ (D~ �o OMill I co u ax 00 V zla 3 M " DC L N cc 0 .> M LO > Q C i 0 /1 0 {/ o C 0 _ Q T J � _ r � O N E M r o E O c c 0- E U _j Q p JOB NO: 20-1127 SCALE : AS NOTED SHEET NO. 4 k ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. TotafSQ. 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 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=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 wl port►and 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. I Attic Ventilation II Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806, The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. j k i, 'cI O W N ., a ' ap ' �aeC� - r-�L7 C6 e, '�-7 (� e t • � <So ,t �cjjwpp��t rT •• 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. a`ro o O V CD CC)� s00 N F Q O OOO 01 fh N N # c0 J # Co L+- LL O y ..O.M�- .) { LL J Xk W W � LN '* � L d tr O 13Z arn°'0 — 'MC �J I W N t0 O 1� m m 0 co ILW ME�a5 Hoag t0 Z O@ N O� N Q co Z 0 = U 0 Z �� ❑�00 W V M z o 0 z o Q J M D_ N ^ U 1 _ M t0 Q) V y y� (/7 Y W O. n U � a 0 !N v ' W F C)..: o N V U °° W m asp o g I U a ° c U) �O Y • ®!D sm C w M CO z O Z t..L E Z � T N E OWW �� Z Z® ♦co No. RI ¢ " �0 U O N t a Wo ¢ wW w L ra CA C o w m O o� J m ¢ W � f( to 3 ;cW og Z ngo w W 0 <F �O M 0 r 3 .0M � ai E2 ^L, W cu 0 ,> M >T_ Q C) 0- L � m = r �.- rn ;t r 0) d- N 1— J r M 00 T LO CNI .. E M r 0 @ Z t— E O a 15 a) U � Q 0 JOB NO: 20-1127 SCALE : AS NOTED SHEET NO. 5 ■ M C it d In V-6" 5'-7$' 6,4$„ 6,_0„ 6-_0„ 6' 0„ 6,_0„ 6,_0" 5'_2$' T_1$„ . TYP @ 1 STORY U.N.O. A S3 H.B. r r r r r r r �. r am; r r r r r r r r �: • ° ° r r BUILDER TO (2) #5 REBAR I ; ; 4'-0" 12'-1" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL I O I :: I ; PROTECTION 0'-01, I WHEN REQUIR D ■ I .. :: I : PER FBC 35`-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. �,� 0 iv I SLAB FOR HERNANDO I r. T I K N I I J 10 COUNTY ONLY S3 S3 3-112" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2-4-34,. 4'-10" VAPOR BARRIER EDGE OF SLAB 2" • I ■ I I :. BEYONDWALL CJ CJ 9 yI 6-3" 1'-10" 3 -6 r I c) 0 I: N � POO■ .-`� I . �-- A. ' ................. 0 PT. OPT. D 3 1/2 I (2) #5 REBAR VERTICALS w/ in co FILLED CELL 2'-6"x2'-6"X1'-0" FTG G I i L1 I SLOPE , I W/ (3) #5 E.W. S3 _ _ _ t: (2) #5 REBAR ( r- 2'-6" x 2'-6" x 1'-0" �� AHU I I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. CC S3 ici FILLED CELL I m S3 • ./ CJ Sao I 25'-10 47 . / i / / ..... 9 - s ........ — — — — -- — _ 2'-6"x2'-6"X1'-0" FTG / / W/ (3) #5 ( (2) #5 REBAR I I / i / I i „ � PROVIDE /2 INDICATES FILLED CELL w/ 3000 PSI / x 9" CONC. GROUT FROM FT. TO BEAM / // RECESS FOR FRT. POOR SLOPE I 4 S3 in in VERTICALS w/ in Ut// 1 #5 REBAR VERT ABOVE SLAB / % / O HVAC CHASE TOP OF CONC./ PAVER T BE 4" 4'-0" I 4'-4 4'-6' " FILLED CELL TYP @ ALL PLACES SHOWN /%/ BASED ON 0'-01, BELOW FIN. FLR. ■ ....... . ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I / i/ LOCATION I . ' W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / :: .: ' STEEL" /i/ -----,------� 4'-0" I / i / 16'-10" 10'-10y" CD STEPS AS I / / PROVIDE 1 Y" RECESS / / I T REQUIRED PER FIELD ( FOR SGD. REFER TO / KITCHEN ISLAND MASON'S SLOPE FOR / / LOW WALLS " " " " " " " " " OPT.: 4 I CONDITIONS WIDTH / / CJ F------------� CJ REF. :: J- �J CJ �j�j ■ 11Cj: ■ / - - - - - - - i--�- - --___---_---- - _-_- T - - CHASE TO IS D I aTil TYP@1 STORY U.N.O. I I :: I D.W. I Oa j i it t N A10 o I L� J `P S3 LO 10 —_ - - ----- I I / / SINK / DISP } t `Y' 31/2" t, ( L_ 16'-0" 2,_ga„ 6'-10' :: :: 0 -0 ■ ' M ---------- --- -- — — ---------- --------I— — --- I-t-- --------� H.B� T-O" 64" L 1'-9$' L T-2$" TYP @ 1 STORY U.N.O. A S3 no 6'-0" L T-10" L 2'-1064" 5'-1 FOUNDATION PLAN MONO — ELEV—Al. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU T.�Uj CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" "'---#5 CONTINUOUS .: , . _ • �_ REINF. SEE FND. FOR QUANTITY \� #5 X 25" X 25" CORNER '\• ' BAR ONE FOR EA. HORIZ. REBAR, TYP. "•. > U.N.O. • •, ., > •, > *"Alternate: ' The reinf. bars shall be :r,.':;:,:.'t�,:::.%,,�•�.=,,�'�.= cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ti r: _- r,x • ow 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. 0 W a 8 N (O 0 elm 0 0 O O N J J y LL LL IWO0 � LL LL J a o. rli �" wLL rn= a. � Z_ Y ��v x� ♦Y w: N mm °o W u, � ETcD � o °¢ 02 _ � a Mz QOszg N .. U F- J g Z 06 ❑❑❑❑ W M � Z N O N z o � d N l/1 _ 04 � a o (D 4 fa V Vi Y w 0 a 0 t) c e U °0 W & F— $ o r I _� Q) N • ¢ �m c w z M M z ¢ w LJL Q p zo 0 w >o Z¢ n ?® on m ~_¢ o Wo o o E N @ L ao ¢o Q = ww W� � C a�z oz h m zW Z ¢m° Q �z CZ 3 go az m w 30 o J w w, 0 �_ � z¢ aF °°s' L c� .> M o O _ 0 T 04 n T- L!') r- I M/) o N T— N E E �.L ! r (Y) r O z z E 0 i6 a E 0 � ¢ p e JOB NO : 20-1127 SCALE : AS NOTED SHEET NO. 6 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -1 Od x 1 112" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -1 Od x 1 1/2" HTA16 1870 1585 10 -10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 1 8 - 8d x 1 1/2" B META20 1450 7 -1 Od x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10dx 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -1 Od x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -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 HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LU826 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 3-112" 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 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 990 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 990 860 14 - 1 Od x 1 112" MTW20 1195 1005 14-1 Od x 1-112" U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od 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 24-1 Od x 1 1/2" HTW20 1530 1285 24-1Od 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 12-1 Od x 1 1/2" HHCP2 680 570 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17.19 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (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 CPLY TCLEDGER� "A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. I ` 1 REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE; %'=V-0" I.: v" f P•E • •s• f*~• N • "' '0 Ul <. " ".• % 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 Ec smt F' .0 to N to Q N # O 9� LL v m N r- N* c O yY M PO N J Yk W W . - LL LL tZ a LL N U) M W z � � O H O @. C N r m m �. m O 2E°'6' ¢Qa� r ILWCU o sg ILy m o N Q M Z V 0 J 2 z �d ❑ CIO ❑ RI � N o 'o o � N Z O CL N _ M z o N w cff .V a O wUOL V) E V.Ln � � o o u U m E O 8 allw I V = o Q • ti C.0co cn z O zW Q U- za o� >o as Q U N w= ¢a �® oa oo XV a ¢ D 0 C O C CV L �o woo 2 wz ¢. C/J C ❑ o m N oa LL¢ go dZ O w¢ O O CIO v za ax r °3 a; W M .> LO > T 0 0 m o cy) 'Rt O T d' >+ N r n o N r EM E �� r- r o m z � E 0 m m Co FL U - Q p -j JOB NO: 20-1127 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per AC1318 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF40OB/1T 81`321B/1T FORM & GROUT SOLID JF :a. _ CV Q W U 0 #5 BAR CONT. 8F12-113/1 T O "V" LINTEL DETAIL SCALE = N.T.S. F F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY j, 8 F 16— B/ 1 T U. a III tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT v MATERIALS 1. c precast mtels = 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. #S1)REBAR M IN. AT REQ'D (1) CLEAR ALTERNATE POWERS STEEL LINTEL _ ° n O 4 n 2 C7 � ° .M.U. #5 REBAR AT TOP ° 4 = a e MIN. (1) REQ'D 1.1/2" CLEAR J z ° A Z A ° GROUT D D „ �o a o U 4 C.M.U. 5 REBAR AT = U) U) i j 1 BOTTOM OF 1, w Lu o '-*—BOTTOM LINTEL CAVITY O v~ioj o v ouJ U 0 REINFORCING ¢ a C7 inZi Z W N — 7-518"ACTUAL PROVIDED IN Z �, D D 8" NOMINAL WIDTH LINTEL F ib b a a #5 REBAR AT BOTTO AS INDICATED (VARIES) to � IY o_ L6 ° ° 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 manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemenfitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=l'-0" r r� _q r i . N kJ •• \ PLl , T� • l Q I 0 ^� , r •e •. •• 0 ""ea• ee"1p �M. .. • > QFES5X 1,100 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 to m CCD R N <p tip a0D Q 0 V N # p, J J 0O09 cc U cO N� N b LL LL C a) C" o _5w w w o a y LL 2 LL ,rj M S Lou 2C: LL5 o w w 0 a. �o W m O Q •� CO r c0 m m Z Naccoo Z LL U Z ° ❑E713❑ W V co � z C' o NQQ mmu o d N IL Im La M tJi Z cd LU Y w g U a o-� w to Lv E �N0. N t�6 U m m w m E E o � 6� I� •. = w � II' I U o ) Q o w �m CD Jw M z o z E w Zo� Z® CL E 8 ❑a (O H r6 Z� u a¢ ?p o< Z,4--J O E [V @ z ao o < aZ L Cl) Z Y U m O Z tp ¢ tl gLL 2 Z ao W Q 0W O oLL <¢ =3 �O C:)� ~ °zl< dx ° 3 �M 0 = rn m n1 W Ca C7 M .! T_ a) r Q 0 C) p r J CV T n LO f J. M o N Y EM r O Z Z E C) N 1= N r_ E UQ CO JOB NO: 20-1127 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM)ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR, 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING, 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING, 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0,79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 51TMS 402-16 & ACI 5301-13, 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 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM 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-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS WI MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED, 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4,3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI(TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318,1.5 - C ncrete overpo r and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 -Soil treatment must be appplied 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 T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 9x7 +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 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. i� Vvl_ ••• J, <• �C, ••• \ 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. jC:) \ E co ,q U N f0 # N V S N ON 0 M LL LLLLaa a N M Ll1 , L K aipii ° ago= Z 13 13 < -r-0-2 C) 9 0 f'ii +T-� C N CA COO 2 E T < a0 W Z LLW o �< N O< 0 y S N 4 b< U� J Z U ❑L�11❑ M V z N _ O O z o z -N J M d N 13 N M z 0 o (1) (� V Y r" 0 � a O LLI C o Z o � ®LUfG � U g 7 CD 9 y Q 0 m em M W MZ a J LL_z t o o0 Z Z® CL o a N X U ao QO o C." i �o irk ww rp - ¢o z ioY U wa m O OW Z, Z w 4� w �Z Z N CL v p LL a m w Om T •°Z c ¢ =3 O v 8< z� 0, ° 3 =M 0 = L W ca C9 CM .! � > r i-� Q y= Q o _ 0 r C� h T 00 N E M T o Z E O N W CL E U a p c j JOB NO: 20-1127 SCALE : AS NOTED SHEET NO. S N v CORNER OF HOME GARAGE SIDE J 10'-0" TANK -LESS W/H 5'-14 0" STUB -OUT FOR GAS METER 0 CV H C G 0 0 0 " o 1'-0" 0 9 ' o LO � U O • 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-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE UJ 41- 15/32" CDX a PLYWOOD OR CD 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0,113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" L+'+ + + + +++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 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 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 ,,good 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 2x _ 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 y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD, 90° HOOK BOND BEAM 7\ U) IX uJ STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM _ FOUNDATION TO HIGHEST F ------- BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small 2° min. 2" max gap • � 4 max. 4-7 Clinch nails when possible Tight fit L L� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s ® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. STIFFENER V R - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. SIMPS( w/(22)' NAILS 1 5/8" � THRU BOLT SIMPS( w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. gli LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall TYPICAL SIMPSON HETA20 / TYPICAL SIMPSON MTS BEARING Use 3"(10d)nails at6"o.c. Required on interior walls:- for vertical load transfer Plumbing HETAL20 INSTALLATION / HTS INSTALLATION Vertical load transfer =1 900 plf max along load bearing wall. Load bearing walls when load bearing -for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below * over squash=20 blocks and Load bearing wall must stack over Non -stacking walls blocking and wall or beam below.* require additional wall or beam below.* Joist consideration. Check local building When joists meet over wall, provide code forappropriate �1/16" I -Joist can be offset 1 3/4"minimum bearing for each. PLUMBING LINE details in One 10d box up to 3" to avoid areas=20 of high or--20 sinker vertical plumbing TOP (2) #5's x 4'-0" lateral load. 3" max CENETERED PIPE nail each side �° PVC OR SCH40 SLEEVE at bearing. JOISTS OFFSET A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM N.T.S. WALL ,4 .. v � � � ° Provide adequate bearing d a for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist I=,� ,-_ I — I —I I I— ° q" A:. blocking panel *Non -stacking walls 11IjTI�I 11—�- Squash block 10d nails require additional consideration. ° _ _ I —r'!'_ •' SECTION INT. BRIG. WALL 7TI-Tfi IT IT_I-L� f�-lTl FINIV GRADE (2x4 minimum) N.T.S. @ III I — Bearing wall, Versa -Lam LVL orGlulam BeamgIM f I �I 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 WE t Q'-� ❑ 6A 12" ROUND HOLE MAY 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" NOTES: DO NOT CUT HOLES LARGER THAN 1 Z" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. A Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. \ - 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 I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM--/ ° SEE PLAN FOR--'°. a .. FOUNDATION INFO STEM FOUNDATION GRADE 1=1 11=111- r—r r r—r r r—i REINF. SEE PLAN Nu 1-MAJt 4 t1Vk1 SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENETERED @ PIPE PENETRATION IPVC OR SCH40 SLEEVE f —PLUMBING LINE d /L 4. c •4 : ° Z •a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 7 Q C .d ° °' ° 4.0 .� a _ a s ,d 4 _ I r 11� o 4 e 4 I TI T .a SEE FND. PLN. SIZE & REINF. a r , !� �O 4 *P V SS O tE4 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 -� v N / 8� sit 000 0, m Ci N N � .q M � a� , - O d M m� ! L L l � u- LL a a N LL 2S2 N fh ��'ti aaa0 a Zacno o QoQ m o Q a o�rD m W 2 Earn X o a LLW'm Z �9NOao� NQMZ UIL t— J Z 0 ❑Elr-1171 W M � z N O V m � in z " o O- N M N z � � Y t'6 w g a 0 ` L, t- V) �E � o � � U m fR E o g ® w 3 �I = z U O a.` ¢ a ° �m C w M o3 Z J U_ E Q 0 no � ZQ® oa C f6 gU UO F C o E U o< az u o' aZ N ' ¢o <z m C - xY U Nm wo Uz ZF Z a� J a ° ¢w z rn �j U 3 Og 84a 2 o Jz ¢g �o �o a x V ¢ z`° 3 0 MCal = L rn c� 1 W M °! LO Q C0 Cfl _ Q Y" C) d' ■� J LO r I co Co N r Q c co r 6 0 z E 40 m CU E ci J Q 0 J JOB NO: 20-1127 SCALE : AS NOTED SHEET NO. SN 1 3 (53 v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. _< 8'-6". (2) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE 11(#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.)4111- WWF OR FIBERMESH PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT 1 I 1 �I m ' ' L I -I I I -I 1 0 FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. �I I FI I L p _ �I I - I I I 11=1 0 • _-I -I I �I I I REQUIREMENTS SEE R905. PRE ENGINEERED WOOD �, 1 �,,,I TRUSS4U.N.O. I -_I I - HURR -I .II III �I 1�II I__ II III �I I-r 12 MR A @ EACH -I - I �I I I-1 I I I I • (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE 11 �r "Em 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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 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 EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 318" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND '- (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE Cl) ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 211 x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 ° 4 A.F.F. O.C.) WWF OR FIBERMESH \ WWF OR FIBERMESH ° ° ° 0 �31/2" MIN. �31/2" MIN. ° a ° ° ° ° ° a ELEV. 4-31121, z ° a a 2x4 CON ° A. . w O b I T 1/2(min.)• 4 b •° 4, 441F.F ° T, t. =-1 = - - - ° =1 -I I -III - .- �t-t1 ° 31/2"(min.)- 4" III -III -I Ij TI-III- 31/2"(min.)=I I III i- GARAGE DEPTH VARIES ° -1- j ] IT -1 11=1 I I III-f 11= 11=III 7 I I I'' ' =111=1 I 4 ° ° - _a ° ° , g - ° - ° (2) #5 CONT. 411111 11-r r 811 (2) #5 CONT. 0-i I -I I-111 i-I i 1 11811 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL P STEP SHEARWALL C TYPICAL BEARING WALL @ STEP KCC SCALE: 3/4"=V-0" S3 "SHEAR WALL SCALE: 3/4"=V-0" IIIS3 SCALE: 3/4"=V-0" S3 �o BOARD PER CODE OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @GARAGE ecs'� W/A HABITABLE ROOM\2' 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/CN.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C M`�'�MJ�s SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY �cjNll o (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS FOR WALL HGT. s 8'-6". (2) ROWS 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 2x BLOCKING 3rd PTS FOR INSULATION PER 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR @ BLOCK W/ 1#5 CONT. WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE x W S BOLT @ 24" 0/C W/ 2"°X 3/16" (10)10d NAILS 3RD LAYER 1/8"THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT 24 " O.C. IF NO UP LIFT ON @ PLATE WASHER TYPICAL @ STD. 90-HOOK (SEE DETAIL) ( ) SPACE ANCHOR ( 2x P.T. PLATE W/ 7 EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/53) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ 10 10d NAILS @ EA. STUD 3500# MIN. TENSION 2600#) (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20 MIN. LAP [24 MIN. LAP] E *SIMPSON SP1 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY c� W/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r `1' 2x P.T. PLATE .; W c� I ARCHITECTURAL TYP. '- PER MFR INSTRUCTIONS ° b. o FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR U ° 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE N °' _ _z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi a m ° p, _ o GRADE 60 MIN. Fy= 60ksi] -I t I-1� I -III p . , I f=-ITI=III=ITI #5 VERT. IN FILL MONO OR STEMWALL ° p ,. FINISH GRADE M 25" MIN. LAP [30" MIN. LAP] [ 0- (1) I III -I I h-1I I I I 111=1 I1=1 I I , T 1/Z" GYPSUM WALLBOARD coM - g I-III=1 I I 11= ° 1 I I =III -III r U.N.O. CELLS (SEE FOOTING MONO SHOWN o .=11_1=1 - w-T-III 1- FOUNDATION PLAN FOR CLARITY _ _ °O 6 MIL VAPOR BARRIER -�T o ° - I - R 1 7/8„ FOR LOCATIONS) D D o -) I -I =I I -I 1 -III I ��- N z T #5 REINFORCING BAR -I I i 11 I-III=1 I I=I I IJ=1 I j 1x4 P.T. BASE NAILER D p p o ° I- I- I- I-III=I = I I I :° I I 1 '' #5 LAP SPLICE (2) #5 CONT. 4 x411 INSPECTION -III-III-I i -III-III i ' NOTE: III-III-III=III=III=III- N II e �� L- 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL -III=III=III=III=III= I COMP. SOIL. (COMPACTED TO - FILLED CELL TYPICAL W/ UPLIFT ONLY - - - - - - - - - - - - - - -__I 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 D1557) co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn =1 I -I =I =I I=I =I I=I I=I I=III=III=I I=I =I =III-1 4" 1'4' TO CUT BLOCK OR POUR �-III-III_-III- I -III- 1 =I -III-� I -III= MUNICIPALITY, CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1 AVIAN 4 WWF OR = "FIBERMESH" FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4117-0" SEE S3 SLAB INFORMATION. I V 6x6W1.4xW1.4 Cl) _ - ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR P -I �r -_- _ 7 z_ min.) 4" BARRIER ; p 4 I a d GRADE COMP. SOIL. ° - - - - - - - - - (COMPACTED TO 95%t- I (1) #5 REBAR w/ OPT. MODIFIED PROCTOR ASTM D1557) � 1MNCLOSURE = =II I ipi... I -I II I I3" MIN. CLR. _11 j j= I �' (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1-4 (1 STORY) HOOK (SEE 4" ' , MIN. U.N.O. 4 " V-8" 2 STORY DETAIL) ) TYPICAL WALL SECTION KA TYPICAL THICKENED SLAB EDGEL SCALE. S3 E. 3/4"=1'-0" S3 3/4 1 -0 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS I DRIVEWAY IEXPANSION JOINT _ CONCRETE SLAB 14' 13" PAVERS O.H.D. RECESS z O.H.D. RECESS _E 1 ni M •I r` A co Fir �J=_j�- rl I I . •'pr •� •• 4n 71I" .• a: • ±,• �.•'. I i �1 I i 00 e.• OQ •. _I�I SEE A/S3 OR J/S6 SEE A/S3 0R J/S6 I I II i 1 1„ FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 STORY) 1' 8" (2 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P T 2x 1/2" GYP. BD. SCALE: 3/4"=V-0" ON 3" CHAIRS 36"MIN. LAP [36"MIN. LAP] 10" (TYP.) 8" 1' 4" 811 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) - SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS �N ° AT 24" O.C. MAX. x % CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN e TOP OF BEAM SEE ROOF PLAN o', : . ° a ° - - (2) HTSZO FOR STRUCTURAL d- BEAM SIZE & _ r 'T1 CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ I ( MIN 7/16" O.S.B. SHEATHING �I _ SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE t= SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION 2" HOLD GYP. BD. g w 1/2" FROM SLAB LU ABU66 SLAB STEP & RECESS S.G.D. M �Ol 1. _11 J ¢ CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 d • • e r INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE ° -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4'x3' TAPCONS AT 8" MASONRY WALL AND e GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING • e' ATTACHMENTS & 18/D1 CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. !Z�! ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT q W/ MIN. (2) #5 VERTICALS oo GRADE a TENSION 120#) CONCRETE SLAB FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� ;III- I ° °- ,. a T WWF OR FIBERMESH CO o n=� o I I_I I �I I I II II-� LU z - BRICK PAVERS or SLAB PER LU `w o o - � - - - - - - 0'-0" FIN. FLR. COMMUNITY SPECS " U) _ I �=I =I � I=III=III=III I I _ w =i I I=I � I-=- FOOTING -� ,. - � M 6 MIL VAPOR - BARRIER ---1�_-Ir - =1i f1=T -I I=I I=I I=I=III=I I=I I- 0 1 ... ....FOOTING ::. GONC. PAD INFO, SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. TAPERED COLUMN FRAMING �C�D12 PATIO COLUMN FTG. DETAIL � �N GiiGii r .. f�1Wp��ell����>i ^ , 1 i S �:; a tj ••N r-L3� s �� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 �F/ � oUE `cO° �• O� C n N J LL W q Y ram+ M-L � 'o U- W ° iii a FP U-�aa � W N LL N M W to c ai mU-as �O Z q C, 0. 0, 0 r- F 2 M W Z 2 E°'a) Jo a2 't B N p K 0 N N Q m Z U� - Z V ❑❑❑❑ (D z N O o z J °] d N N(D t" z C3 Flu V Vi Y W a Ow �N o 2 U Co m m t- [2E o S ! s. ll vw o o CAD W M M z O Z < J ,y CL E E ° z o �' �= 2 > � Z® o� CU H C x� .8 wo o� O N ao <omo ww �M CO a 'm Z E z W J 7M <w �m 0) fl gg LL 53 a nw W U � ¢s xG o �z w w =� >° V . Z1a Co > L ai m M LO L1. C O OL m I- 2 O t LO M Lo o N r ai m T �+� r o Z z E 10 m `m a U -i Q p JOB NO: 20-1127 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" J TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL (2) 2x HEADER WALL CLEAN -OUT rA PER PLAN SCALE: N.T.S. S4 - 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8 8 16 BLOCK 12 (TYP.) SEE ELEV. 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 x x SIM�'SON SP2 w/ (12)10d u/T NAILS AT EACH STUD —DOOR OPENING DOOR OPENING --CL 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C 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 - -- 2x BOTTOM PLATE W/ (1) 10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE VARI1=9 O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW MASONRY LAYOUT D MOISTURE BARRIER ROOFTRUSS SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK-OUT— NOCK-OUT NOTCH LINTEL WHERE REQUIRED BLOCK Wl (1) #5 DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3)10d NAILS F� CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d_U NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K,O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. a a a a G Q o a a g 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 WI (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J r w T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 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 o a a s POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BI BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF A/Np%L �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.) UPLIFT CONNECTOR SCALE: N.T.S. SLI 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8 DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4r , 71 ,AND 96-3/8", ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN, SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ° WALL PIPE OR DUCT w/PENETRATION THRU TOP PLATE w/ MORE .6 a a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON a DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 46,SPLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (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. �O f SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d '° d. 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE ° TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS /RECESS / LINTEL SIMPSON SIMPSON SP4 SP2 .f NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 / SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U �z a 2x TOP PLATE `- v' 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE F EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 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 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE: NTS SIMPSON SP4 �2X TOP PLATE OVERLAPPING ° I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING {z� `-(2) 16d TOE NAILS I n� EA. BLOCKING ij 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 24 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 d �— ° 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. r� l z� �wi,, 0 1F V f Y rN` . •, ' `•• ' •'` .•r "% G�& A �•c es 5—. `i••ii!•ii• 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. Fo`fo / E. co m oapp O U N 04 u6 N 0 0 0 0 co J ,� LL li. N � u- LL wa wa a �NM a WwM _ UCL Z > 'S. - 2 ��OT 0 x o� W @o rum Oo 'mor-CO ¢�¢o W z I L Ern°' _joa� v<N Qa so 0 O a NQcnZ U J ° 0 ❑000 W (D M 0 M z � � z a) z o D N U) —M z 2 o Q) O Lu Y ® Q V) cnru° 9 c Oft oilw U m E O $ 9 U u)° m0! -0 �m � � W M �� Z LL =� >� � O ;s o E U o' j D a �o U ?o Zrrs O C4 R <o " wz L � � ¢o �Y U mo Ott Z z - aI J " in ¢ ° Q w �z �' ° a W Q U w �w o �z a e1' z °d f. oU §S >� L m T ^, W ca M .! Ln > O o c 0 qztT ._ >% N T LO O N C w � r CYi r o z z E y N E a E U _j Q p c JOB NO : 204127 SCALE : AS NOTED SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON 1­110A W (18) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER TOP CHORD SHEATHING DETAIL BLOCKING FOR FIRST FOUR BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° ± FMAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" EDGES OF 2x4 CRO BRACE @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT 48" Q.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 8'-0" 0/C. 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT •.• EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — -� ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. w/ @ INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL '� " NOTCH L BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/3/16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4"TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 114" SCALE: N.T.S. JC5 SCALE: N.T.S. Srj TITEN ON OUTSIDE ' SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J CV N SEE STRUCTURAL ON SHEET S5 FOR _ - - x NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING 00 to SHEATHING DETAIL INFORMATION `° 111,2 1/ 2"x4" CROSS BRACE WOOD TRUSSES - APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 2x4 PANEL BLOCKING ATTACHED W/ 2 -16d 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 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SIMPSON SP4 w/(6) 10d x 10d x 112" EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER ERR SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2) 1 Od & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END ' SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 77 AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48"A 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS '-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" J BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 10d 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. NAILS AT EACH STUD 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) TRUSS) SECTION LL SECTION 4 SCALE: N.T.S. SCALE: N.T.S.S5 15 SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. ED ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 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) m OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON —LOAD BEARING LOCATION ND COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEETYP.WALLSECTIONFOR SCALE: 3/4" TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS $ SECTION g ADDITIONAL INFORMATION. S5 SCALE: N.T.S. SCALE: N.T.S. S5 S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" 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. S5 2"x4"y RUNNE ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 5 S5 S5 I°- •°II•°. :�II � J� `ll°a° a °.Ilm\° � a1 °II° -° ii °�•u a°:`II° °a 11.° II°• • II° °°eI CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP �-MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Sr' "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) LBRACING wl (3)1Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTAw/(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 ARCHITECTURAL FINISH EXT. WALL CONN. "' NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:34'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ti% o O p 2 �q�� CORNERJACK � U w z Ir O U x HIP FRAMING REFERENCE PLAN z w a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ AL 10d NAILS @ 4' O.C. TYPIC 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/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE 1" BRACING DETAILi 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACEr7 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. � ---- ---- ---- 0 d a O W o w T o "v o 0 d w o o T X O o T o X w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS far /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)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION t `�\:, M11111111MA !i ' J : i %a c () Q F 5\0� E a 1411# 0111114 o"1�e�w;� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. WIt p00`MS N coa# 0 CS, p) M N N = co N J � N" LL y .«�..M�� 9 -!k lIJ W LL a n a CD >wLL W y ° aW0 Z 002 ° �o,9 mm° Kill W CN M 0 r,- 2E°'O' �o a2 Z LL O@ N p< N Q 0 U � � 0 Z 0< � 2 ❑ 1:1 W 0 CO z N 1 0 z o a J fh Q_ N U) N z ° o QX U �- .� �, x W o a Q V �Ln — LL, "to E N Oft o U u, m - O g !:: ` Eago 8 mIF _ U 'o c � m �0 �m �w m z O Z U- I? E � 0 20 W O ? g }N ® oa co ♦— o x c. a< U o o °� z L ¢o ¢ WW WN -a)N U) C o o2 oz zr z N J "O �I aw �w N ¢W go 0 L "SJJ oQ W y W U � W� ao �k c o m0 J Z w� i3 ~ �o co � Z¢ 0x x o~ US' =M E2 = L. ui 0 W ns .! co LO > C L O T r 4- n r Lo 00 N N m T co r O Z z E O N m a E U -j d p JOB NO : 20-1127 SCALE : AS NOTED SHEET NO. S5 1x4 112" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX PROPER INSTALLATION 8„ DO NOT DO THIS 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (�'P) ' GLUED ATTACHED WALL SHEATHING TO 2X 8d 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING �� �� 3/16 X 3 LONG FURRING TAPCONS 3 (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR `@ AND NAILED W/ d COMMON 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. &. STAGGERED @ 16" 2X8 ` ' BLOCK@ SPACING " 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ FACE NAIL 1 Od PER MANUFACTURE MASONRY THROUGH 1 _ 1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �t DETAI L `STD. STD. 90A ` 90° HOOK (TYP.) @ 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 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2' DRYWALL EACH END W/MIN TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. APPROVAL FOR CONN.M2x8 P.T. w/ (2) ROWS 3116" x 3-1/2" TAPCON @ 16" 1x4 ' ` BOTTOM 0 BAND JOIST TYPICAL (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH — —� TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRINGSIMPSON +2„ I NOTC @FIRST COURSE � HGAMIOKTA @ 12" O.C. SCREWS w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' INTO BAND JOIST & " x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +55A NOTCH WEB AT THE FIRST 2 COURSES TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION ('H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T,S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK mm 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 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS e 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON H M9KT w/ (4)1/4"x1 1/2" SIDS 4 1i2" DRYWALL - * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d �; 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"X21/4" TITEN = 2150 #) b 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 POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR . FURTHER INSTRUCTIONS. SCRIBE NOTCH (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL •- OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. .. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4Y? WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL 2) 10d I (TO ' ARCH DETAIL 4' MAX. RAD. i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ O � X FRy TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. CF NOrly 1'-0" 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. + + + + 0dLfINISHFL0Q3 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.) /4" MAX �1 2,-0„ 8„ PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° • ° >.. #5 BAR > ° ' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH O SIMPSON 5 12d NAILS + + „ n p 10 ° e . CENTERED W/ s H s BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®. e • . ° IN TOP �, 1 X 4 FURRING 8d NAILS EACH TRUSS > ; ' KNOCKOUT / N CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR °� — p• MONO FOOTING - _ �D ,e.. .• e e x SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL I °• •° � 2x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .o DIRT Z TO BE INSTALLED 00, BUILT UP PLWD. BUCK- 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDAD o e•'. , SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION lit 90 HOOK N #5 BAR IN I TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL �' •� �' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAID. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") • =, • • •' ` � • = `•• BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" • ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 C.C. �� °• ° , f °�� °• �� '• ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B_B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING --'— SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1' 0° SS SECTION DETAILS SCALE: 314" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D)SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS Aga. ANCHOR SIMP HTT4 x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS NAIL STUDS & (1) - U S & (1d COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. L 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g�_p'� EPDXY MIN. 6" EMBEDMENT & O � SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3" MIN. EDGE DISTANCE < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° LU 9 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p p' c w a A REINFORCING AS FOLLOWS: SEALANT o I—f17 ff�i I1=Tl f=I I Ir T a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. `< ;; :;.r'. o I —I I � ,�. ;�I I S v z #5x6, EMBEDDED INTO 6 MIN. LAP SPLICE W/ o = � �� � �- � � EXISTING FOOTING 2 N , O #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL II — — U) rn FILLED CELL SMOOTH. DO NO FURROW. ° ' ° � N DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT -T- GRADE o, `.\ SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6„ MIN. LAP p.—tlr— O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: _ ° c.t a `' ` REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r Mo � TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \ b 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN.Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE 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. J .......... „• N -, J A Q` _j < :O °• Q4o�. IF 0 F E a �®� �ea�"titi fElEtl9l� 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 E U 10, 00 V/� 0 M N N N J -, ..00 lL LL 0 0 MD).00 7 - r "- # * W W LL _j a (L ei Cl) M e 3 W N a w w 0 Z�� W- ¢ C m m p W IL E�~'rn m .�- N �o 0 � CO Z O Cq J z °0 2 ❑ODD W C z o z z J M d N cn M z o �-J u _ v% w 0 o o Q to w F c o o UOL � � U M m w rn r— 2 s m l x U o N Q rn rn �m r_ Co �W M i1 0 z LJ zo Uj >N < � 0_o E V4 �� z® ❑a (6 t— fa C O C 0 X U o< ao 00 0z N r6 i �¢o p Ww r� rp C y .0 0 T z z J �0 02 ' 0 V W w d �z � w o ;o CO �I zj< a O c C'7 _ L m ^+ W m C4,r) ,! LO 6L > r ^ Q 0 O o (0 m o G ri cy) 2 r CO o N r E r M r Z z E O a E •• 0 _j a ¢ o c W JOB NO: 20-1127 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE ED BE NAIL (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY MIN. (4) 1 WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB—,--+l 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS rri r vu lw ".r l i r r 1v r v u TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH �3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. /—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE �► %T:11�y�i�/� ►1 R -�• •� 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS M SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ Z-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. ,dkVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP wr O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM, TO POST ATTACHMENT �a� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F_� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GAB TRU 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a<. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL MY ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE gs 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2)12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--/' L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS L P. ��. •� S E 1 i `C/ d : �0. ®� • (�,/ s � ''•. E L ,� • Pv V/z�z�a'/ pot 0 F E S Sko A`d'flf fill ll 0"' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flo da 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. jCID W . v� �� a N(0 N 0 M N Q m-,- u-LL CD N # O u M J u_ _ a 0- = , — uj 4 zS VIM 5 W M >�LL3 asof Y ZCa: U)rn 0 Wz W mo m O D morN�O W 2 Earn W 02 0 T N<C')z Q OLL _ U H Z V ❑❑❑❑ W N O co(0 co N z z p� a o 10 M (D o y� U Vi Y w o a - O LL, �V) E = N ca �- v m w m 10 rJ c � � m r. Q n 0 o c JZ W M ��a� LL_ E Z O Wo } N <� I? O E v z® F_ r0 x o 0 ° 0 0 O N d z ¢0 5— ¢tj (� N C 0, wJm 0 Z z J Q W �Z c%i � a� s� 0 U Q �LL In m w ,3 � �_r =o =� 3� O 1w ui� �0 a� 0� 0� 0 CO = t ^L, W cc ! o cLO E > r Q o 0 C7 CL Q0 C M M p T_ >1 N r I r\ r M 00 N r ai E C 7 r O z E a E U Q p _ JOB NO: 20-1127 SCALE: AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS' 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER VE BARRIER & tARILY SECURE EXTERIOR SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 61N. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) �o �o WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING Imo" Y���T,L���11__�y�11►L SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD �0] WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHII EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include 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 resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering 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 barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. 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 approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm), Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a Q water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. 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 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 drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE 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 FLASHING SELF -ADHERED FLASHING --" LASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the 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 (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1. Exterior window and door openings. g or window andoor o enin s. Flashing at exterior ds shall extend to the surface of the exterior wall finish openings SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) M rvyormv�a rr_r�onu�� 2 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 ## 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 2x FRAMEWALL TILE FINISH- 1/2" DUROCK 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SELF-ADHEF 11-4" PFR PI AN MM OVIOMM 8 2 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER Z J w d U) U) w U w w 0 �Er l 7�q ILI PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A a SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO Ni DRIP ACCE SOFFIT/CANTILEVER or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2 Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 GV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. HJ W o � H a o`ro ao8m 'CO, ti o0 C4 ot U (a 0NC0 CO u p u (a 5, iii Q rn N (`�') S ; C 52 W t fn a s LU 0 0 0Wl2§g Z arnM, trmOQ 0:@ago LLW < co p N Q co K 0 ti a 06 U J z ❑ElO❑ W M � M N M iA `tam' zoo J M d N U) M a)Q) rn Y �U _ O w 2 � m w m �- 2 e 0 3i� I wig =wW U ;� a � a • ¢ W Z C13 M i 0 Z¢ LL EOu Z a- r�¢"-Z Z® 0a (o g0 00 V N a' �o 0 � � ww L ¢ 0 � J m rp C _ C Y "m 0 O LL Zr r¢w ZN __ J 2 to 9) 3 a � 0 o W Q 3 3 °-0 �-0 1W 1� o Jz ul _0 ,o x co N zl< a 0 3 M M, I.. ai cc CM .N> Ln 0. > r Q C o o O m O T -}- L.17 r .L CY) L"' 00 N r 0) E �'+ c CY) r 6 c0 Z E Oin E ci0 ¢ o JOB NO: 20-1127 SCALE : AS NOTED SHEET NO. W P I., ,.tTffil A3 HD210-2 FL17244.1 FL17232.3 a of°i as ESR-3455 ESR-3445 i 12/31/2020 A23 12/31/2020 HU210-2 4-04 FL10446.2 FL10866.4 u�, `k'�"�°""dy z ESR-2600 ESR-2549 _ �,. i.. , _ 12131/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12131/2020 12/31/2020 12/3112020 12131J2020 1y3112020 1213112020 12/31/2020 12131/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/y31%2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12(3112020 _ _. ....... 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2D20 12131/2020 12/31/2020 i2131/2020 12/3112020 12/31/2020 - ~-- 12J31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12131/2020 12/31/2020 12/31/2020 12231/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 -12/31/202D 1213112020 12/31/2020 12/31/2026 12/31/2020 12/3112020 12/31/2020 12/31/2020 12/31/2020 12131/2020 -_12_i31/2020 12131/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12f31/2020 12/31/2020 12/31/2020 92/31/2020 12/31/2020 12131/2020r-__-__---- 12131/2020---------- 12/31/2020 12(31/2020 12/31f2D20 12/31/2020 12/31/2020 - - 1213112020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 -_12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12131/2020 ---- 12131/2020 12/31/2020 1?J31 /2020 ......-. _,.,_... ..-._..�__- .__, ._..._.__ - _-.-.._.�,_,_,._-.._. _._._,-..._._._._...-.__, _..__ _,. _.. _...... - - _--.__«.._,.,._....n...,..._�_....-....__._-_-..._.,___ PRODUCT APPROVAL SPECIFICATION SHEET )2 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if F l they will be utilized on the construction project for which you are applying for a i i W Q f� Q 0 N -= _ .- CIO 4y -� 0 � Q O 2 f` O Q 0 -- .O LL _ � Q � �+- co .fA Q 0 'a E O C/) N Q Q �--- .- U Q ,may&M-ar�R. H0212 2 FL17232.3 ESR-3445 12/31/2020 HU2122 FL10856.4 ESR2549 - HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 wwrHD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 Cate o 1Subcate o 9 Manufacturer Product Descri lion p Approval Numbers) Test Pressures Exp. Date ® - Mounting Bll .it> s (1� ji # t�� t cut • f Ste Amhlu iti igtit�>�liio�c�t�is�a�g��. soft RYN 0 ' t { 4 ell Fill_ � VC fMl ilTLi�l IHurrlati4fisSvapl Vpica 3 in front) FrorAtrIiI Spy e1,r-Ut 1 ' < � � )' �f- 7f 1 Ci�Thr Stack If�4 �[� jII3:�hs 6rhur alne 6ts d� � 1 ( tTION INSTALILTS20B HAir RAW $64 - � HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 1. EXTERIOR DOORS HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 HD410 _ _ FL17232.4 ESR-3445 J_ 12/31/2020 HU410 FL10856.9 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 HD412 FL17232.4 _ ESR-3445 12f31/2020 HU412 FL10856.9 ESR-2549 _ --HD610 _ FL17232.4 ' _ - 12/31/2420 HU610 FL10856.10 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67A psf 12/31/2021 - HD0410 _ FL17241.7 _ _ _ESR-3445- _ ESR-3444 - 12/31/2020 HUCQ410 FL11468.11 SIM200804 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 f Ps 12131/2021 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.01-67.0 psf 12/31/2021 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67,0 psf 12/31/2021die HHCP2 FL17236.7 ESR-3448 12/3112020 HCP2 FL10447.2 ESR2551 ThermaTru FiberClassic, Smoothstar, ClassicCrafL, Rustic FL7640.1 +67.0/-67.0 psf 12/3l/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 HTT16 __. - -._. _._ ._...._-- -- _ FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 PGT Series 5570 FL251.10 4/14/2021 HTII ... .....-------_- -._. FL17324.2 -,.-_------- _...--.--_---_. ____.-, Evaluation Report _ 12131/20 20 HTT22 FL11496.1 ES-0130 HTw16 FL17244.8 _- ESR-3455 12/31/2020 HTS16 FL1D456.22 ESR-2613 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 _ 14TW20- ---- - FL17244.8 ESR-3455 12/31/2020 HTS20 FL10456.23 ESR-2613 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279,53 +30.0/-30.0 psf 5/21/2028 HTW24 F11-17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/Al.0 psf 6/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747;and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 HTWM20 FL62232 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 2. WINDOWS HUGT3 FL62233 Evaluation Report 12131/2020 HII FL10456.19 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 ....,.... , - - -- _ FL17232.6 ... .... .-.....,- --- - FL17232.6 ESR-3445 ...... _„ .-.... _ _ ., .. _ _. .......... ... ESR-3445 _....... ._,_ ..._. _ ._.. _, .. ..._,. ,....... ,,, _. ESR-3445 12/31/2020 ... .. .. ....... 12/31/2020 .. , - _..........,,. 12/31/2020 HUS210-2 HUS212 2 HUS26 FL10856-R4 FL10866.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 PGT Series 5600 FL239.7 7 /30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.01-50.0 psf 2/16/2024 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 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 12/31/2020 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 12/31/2020 LUS26 FL10655.111 ESR-2549 -_ JUS26-2 -- --- FL17232.11---- �- --- - ESR-3445 ---�� 12/31/2020 LUS26-2 FL10655.112 ESR-2549 3- PANEL WALL James Hardie Building Prod. g Cem lank La Siding and HardiePlank La Siding p P g p 9 FL13192.1 - FL13192.2 -- --, - . JUS28 ...... FL17232.11 ,_:. __,:.,._-_- __ ESR-3445 --,/.-.._____. 12f31l2020 LUS28 FL10655.113 ESR-2549 A. SIDING N/A 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 LUS46 FL10655.118 ESR-2549 B. SOFFITS Aiside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.01-70.0 psf 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEGS FL10667.71 ESR-2615 C. OTHER KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 E'SR-2105 ___._ ___._____, _-_..___.._..._........ .......... ___,-._,_ LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA15 FL17244.18 ESR-3455 12/3112020 LSTA/5 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab Dimensional FL10124.1 N/A 12/16/2022 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 LSTA3D FL17244.18 ES345 R-5 12131/2020 LSTA30 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED _ _ LSTA36 --_FL17244.18 - ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. OfiRidge Vents FL16918.1 - FL1691S.4 N/A 9/9/2026 LTS19 - FL17219.2 _ ER-0200 - 12131/2020 LTT19 FL11496.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 F11-17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER 130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA 7/10/2021 LTT131 F11-17219.2 ER-0200 12131/2020 LTT131 FL11496.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849,27 - FL7849.28 NIA 12/31/2020 Cn Cn11 > O O ^1 ) r� V O L 0- 1 O ,/�■L M� �+�+ Q W z J z a LTW12 FL17244.8 ESR-3465 12/31/2020 LTS12 FL10456.29 ESR-2613 Borai Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/3l/2020 WGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 F. METAL ROOF Gulf Coast Supply&ntanufacturing, LL 0.032"Aluminum Gu11Lok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 MP34 --- .......... FL17244.23 �- -_ FL17244.24 ......... ESR 3455 _.._ -.._ -,_--_. -- __ESR-3455 12/31/2020 12/3112020_ A34 LTP4 FL10446.3 FL10446.19 ESR-2606 ESR2606 5. SHUTTERS MPti _--_--- _--- ........ . FLi7244.22 _ _ __ ESR-3455 121311202 0 LS50 FL10446.16 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 MPH8516 FL17240.3 ESR-3447 12131/2020 WMI416 FL10667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12131/2020 e Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 32BI20t8 Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie see chart MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Comments Alpine Truss Plates FLi999.1 - FL1999.4 N/A 12/31/2020 it Code Entityor Data Date DatePendlna Dale T�pg Version Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval roved status._.._..........._......._._....-....._.__.__..._-...._.-_.... Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/102017 10/172017 12/122017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfceastsupply.com Compliance Method: Evaluation a ReportfromFloc Florida Registered Architect or a Licensed Florida Professional Engineer . � -r;,. ,, .. ; >r .:- :.;, ' - - ;, : , :.- .- • : . , : •. Quality Assurance Approved for Use Approved for Use Impact Design -�, sea0 Product Model. Number or Name Product Description Contract Expiration Date In HVHZ outside HVHZ Resistant Pressure 1 0.032&quot; Aluminum 5V Crimp Min 0.032&quat; 5VCrimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ over 15/32&quot; Plywood-108.5PSF 2 0.032&quot Aluminum Gulf Lok Min 0.032&quot; Aluminum Gulf Lok 16&quot; Wide 04/12rz024 No Yes N/A +N/A/ Roof Panel over 15/32&quct; Plywood-116.OPSF 3 1&quot; 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&quct; wide Roof Panel 04/122024 Yes Yes N/A +N/A1--131.OP5 over 15/32&quotl Plywood 4 1&quot,24gfl.VerseLoc 1&quotVerseLoc24ge18.5&qud,WideRoof Panel 04/122024 Yes Yes N/A NIA( over 15/32&quot Plywood-138.5PSF 5 1&quot,VersaLoc.032&quat,Aluminum 1&quot Versal.ocmin.o32&quot,Aluminum over 04M22o24 Yes Yes N/A +N/Ar 15132&quot Plywood-101.OPSF + 6 1.5&quot 24ga. Gull Snap 1.5&quot Gulf Snap 24ga. 18&quot Wide Roof 04/122024 Yes Yes N/A N/A/ Panel over 15/32& not Plywood A16.0psF q ry 7 1.5&quot; 24ga, VersaLoc 1.5&quot; Versal-oc min 24ga. 16&quot;.wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over15/32&quot,Plywood-123.5PSF 8 2&quot 24ga. Megal-oc Min 24 Ga. 2&quot MegaLoc 18&quot wide Roof 04/122024 No Yes N/A +N/A/ Panel over 15/32&quota Plywood-108,5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 18&quot Wide over 15132&quot 04/122024 No Yes N/A +N/AA96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&quot; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF over 1x4 Wood Pudins over 15/32&quot Plywood 24 Ga. Gulf seam Min 24 Ge. Gulf Seam, 1 3/4&quet; Snap Lock, 04/122024 No Yes N/A +NIA/ 18&quot; Wide Roof Panel over i 5/32&quot; Plywood-108.5PSF 12 26 Ga. 5V Comp Min 26 Ga. 5V Crimp Roof Panel over 15/32&quot 04/122024 Yes Yes N/A +N/Al Plywood-156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quot Plywood 04/122024 No Yes N/A +N/A/ 131.PSF 14 26 Ga. 5V Comp Min 26 Ga. 5V Crimp Roof Panel over lx4 Wood 04/122024 No Yes N/A +N/Af Purlins over 15J32&quot Plywood-156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&quot Plywood-161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15/32&quot Plywood 17 26 Ga. GuIfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32&quot 04/122024 No Yes N/A +N/A/ Plywood-154.7PSF MSTC40 FL17244.26 ESR-3455 12/31/2020 M$TC40 FL10852.11 ESR2105 --------MSTC52 MSTC52 -----_.,-.-..--._------ -- FL17244.26 ----------- ESR-3455 - 12/31/2020 MSTC52 FL10852.11 ESR-2105 MiTek industries, Inc, Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 ---------MT�W12---"-------------FL17244.8 - _ __ _ _ _ _ �ESR-3455 - -- 12/31/2020 MTS12 FL10456.33 ESR-26.13 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 MTW16 __...-_..._-.-_...-....-.............__,.,_.___,__._..-._._..-. FL17244.8 .__..._..._..._._-. ...-.___-_--_.___.....---- ESR-3455 _,.,_-..r._......_.........- 12/31/2020 MTS16 FL10456.34 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report 12t31/2020 MBHA3.56116 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 12131/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 __ -- _ _ FL17239.13 GLTV3.516 FL10667.8 ESR-2615 �- ;' The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) - --.-- ..............._-_.____-.-_...__._.._._... � ,-.. ______.__-_____ ,._..___, _.__-._..___._ ._ -_.,. ,____.. ,___. _,.._._ _ - I _.._.__-----_____..___.__ _ ____._._,_.___.. , _._.._a._ ..__......___-.°.._., _ R ,,.__...__.. _..-._...__....,.._..m_...,...,.__.___„_.,.,..., ,.._.....__..,. _.-,.... __ „_.___.....-...._,__:....-,._ _...... ,.>._... _....._....,_-___..__._ .,,_.._.,......,...,._. _.,_,.._.._ ..,,........,.- ..... _,..,_ ..,_.�.._.__..,:.,____.._ ... ..... ` _-._... _Y ...,_ .._... I > f _.. _.,______. __.___. _., ,.. ,.... _ .,..,,.. ___.. _--___- .. _..-.__.. _..-.....,.. ___,...,. ._._._ _.-_ ,,..._<..,.... _ .l___-___- __._,.. __.-..-,. -,,.. .Y,...... ........ .......,,.._. ,�.a:_.._., .._.., .,.. . APPLICANT SIGNATURE ; DATE � ._..._.:.._.., ..__.�....,_ - ...... mK .F. __ ,_._ _,.,_. ._.._,.,_ .,...._., _.. _ ,. _ . ,...n_„,.. _ _:...,... ,_ _ . ... _•_.,. . _.....__._...__ ___ .... _..,_.: ,..____...,,.:.<.. �_. _.....<, _, <_ .... .. ...... .... _.-....., _. _..,. _. u.. ' _ pHD2A _ - FL17219.3 - -� ER-0200 � 12/31/2020 FGTR FL11473.2 SIM200802 PHX J3516 FL17241.20 ESR-3444 12/31/2020 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR3448 12/31/2020 H3 FL10456A3 ESR2613 RT3A FL17236.3 -. - ESR 3448 12/31/20 0 2 H4 FL10456.14 - ESR 2613 RT4 ....._ .-......_.... . , _....... __... __. RT5 _....._ - ........: ....._____ RT7 2 3 FL17 36. _ ...... ... .. ....- - - ------.. FL17236.3 ..___.. - -'-......... . . . .. - ..__--,- _ FL17236.3 $ - E R 3448H ..-.... --. .._..___..------------ - -... ., „-_,.., -_- ,... ESR-3448 . -. _, - .. ....�-'-'-----._ ..... ,. ..............__ , . ,. _, . _ ESR-3448 12131/2020 - 12/31/2020 . _. , . .-.. „ ..- 12/31/2020 5 H2.5 H2,5A FL10456.15 FL10456.11 FL10456.12 - ESR 2613 ESR-2613 ESR-2613 RT7A FL17236.3 ESR-3448 12(31/2020 H8 FL11470..3 SIM200803 RIBA FL17236.3 ESR-3448 12/31/2020 $ P 1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 SPTS FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 .....................____......_._.___-._._ SPTH4 _.-_.._..._.-._...,..-...._...__-...-- FL17244,32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 .._.._- .................------- SPTH6 ... .._._..-..,............._... ..-..-....-.......-... ------...._......_.............-.._..._._...... .. FL17244.32 ....................... -----------...._..._..__._....-.---_....__......._.-.._...._.._.........._._._--. ESR-3455 .... ....... _..... __..-_--_........-__--_....._-.._-_. --._._,.,__....._ 12/31/2020 ----....... -..-..... ....... .-- SPH8 FL10456.48 ESR-2613 ......... SPTH8 _... _-.-_.......--.-............. .............. ................ ........,_..._.-..__,._.-- FL17244.32 ........ _............ ... ....... _... _.... -..... _._.-..__ ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 $UH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 - FL10655,3 ESR-2549 THD28 FL17232A6 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 Florida Department of Business & Professional Regulation Paget ct2 Building Codes and Standards =812018 Product Approval Application Detail THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR 3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR 3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 12/31l2020 MSTAM36 FL11473.19 SIM200802 - UGTS3F FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 Quality Assurance Approved for Use Approved for Use Impact Design sea k Product Model. Number or Name Product Description Contract Expiration Date in HVHZ outside HVHz Resistant Pressure 18 26 Ga. GUtfPBR Min 26 Ga. GUII Roof Panel over 1x4 Wood 04/122024 Yes Yes NIA -N/A( Purlins over l5/32&quot Plywood -151. PSF 19 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR over 15/32&quot Plywood 04/12=24 Yes Yes N/A -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR over 1x4 Wood Pur ins over 04/122024 No Yes N/A +N/A1 15n 26 Ga. Plywood +N/A/ PSF 21 26 Gs. GUI1Rld Min 26 Ga. GUIfRIb over ix4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot Plywood-164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&quot; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GUIfRlb Min 26. Ga. GUIfRib over 15/32&quot; Plywood 04/122024 Yes Yes N/A +N/A/ -159.2PSF 24 26 Ga. GulfRib Min 26 Ga. GUIfRib over 1x4 Wood Purlins over 04/122024 Yes Yes N/A +N/Al 152&quota Plywood PSF 25 29 Ga. GulfRib Minn 29 Ga. GulfRib over 1 x4 Wood Purlins over 04/122+N/Al 024 No Yes N/A N/Ai 15/32&quot Plywood-123.5PSF 26 29 Ga. GulfRib Min 29 Ga. GUItRib over 15/32&quot Plywood 04/122024 No Yes N/A +N/Al -146,0PSIF 27 29 Go. GulfRib Min 29 Ga, O.S.B. over 1x4 Woad Purlins over 04/122024 No Yes N/A -101. 7/16&quot O.S,B.-tO1.OP5F 28 29 Ga. GulfRib Min 29 Ga. GulfRib over 7/16&quot; O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF --•--- UPHD8 - --- FL17219.5 - ----_--- ER-0200 '--- 12/31/2020 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 _ -- LGUM26-2 FL11473.12 SIM200802 - - - - - - - - - - - Search Crtteda Code Version: 2017 FL M 11651 Applicallon 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 � I SHEET NO. PA 1.0 }a Florida Department of Business & Professional Regulation Page 1 of 8 Florida Department of Business & Professional Regulation Page 3of a c- Building Codes and Standards 12J1212018 Building Codes and Standards 1yiy2018 ^` W Florida Department of Business & Professional Regulation Page 1 or 1 Florida Department of Business & Professional Regulation page i of I > - V Product Approval Application Detail product Approval Application Detail Building Codes and Standards Approval Application Detail 1152018 Building Codes and Standards Product Approval Application Detalt Ilmole . +-0 � � L 2 WIN iProduct O ieda Entity or Wit DailDale Pending 1� � Entity or Wa � Data Pence- 2&"52254 � � O Lam Version Mawfadturer, Contact EnpineeY&Llcenee Validated By Validated Submitted FBCAaoroval Approved Awn UQR Version Manufactured Contact Sub�ltted FBC Aboroval Aooroyad Status M -0 Revision 2017 Therma-Tru Corporation Rick Weight Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10115F1017 07/122017 10118QO17 12/1212017 Approved Revision 2017 Thermo-Tm Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryon J. King,P.E. 12/13)2017 12/13r2017 l22l2017 W/13/2018 Approved S2111 1lfY! Ylhl9a l Entltv or enaYroraLlaonw Validated IN go 20 20 22112 EOderor Ida Do DatePersian 20 CetegoM:. ElderoP Doors (479)29&1740 PE-43409 (813)767.6555 Category: Exterior Doors (419)298-1740 PE-AU09 (813)767.6555 �j yet tip ]ygg � Gotaee! �,pg VNldetod av fT � }a '^ V� W SubCdegory: Swinging: Extetlorpoor Assemblies rlckwY�iwbldgrmnsultards. tom 8ubCwagmy: Swinging Exterior Door Assemblies rckw�rwbkgcdnsullams. Revision 2017 Thenna-Tru Corporation Rick Wright National Aomedbbon& Ryan J. King, P.E. 1220/2017 ODQI12017 122212017 Approved Revision 2017 TBermgTru Corporation Rick Wright National Accreditation& Ryan J- long, P.E. 17202017 O212017 12122=7 Approved -covJ Co� • Compllana Method: Evaluation Report from a Compliance Method: Evaluation Report from a Cool Categoy: E Islorpome (419) 29&1740 Management Institute (813) 767-M Category: Exterior Doors (419) 298-1740 ManagMlant Institute, te, (81$) 787-5566 Vt Cn Florida Registered Archited or a Licensed Florida ProressionalEnginew Florida Registered Architect of a Licensed Florida SubCategory: swingingEideror DoorAeeembllea ridwar+Wkipwleultants. SubCatogaN: Swinging Exterior DowAssembiles rkicw®graftconsuMants. T: Professional Engineer compasses Method: CadMcOm Mark a Listing com Compliance MMhotl: Certification Mak a Listing (can �L -.F 4'2m48144s1trodlpta F 13&71e CmsS.fs B L Dualltv.Asaurance Apprevetl for Us, Approvedlpr Us, l-t Deelpn - QualltVAssurance Approved for Use Approved for Use Impact. sal n ApaovW Melee t 0 111111.1 Product Motlel.Num6ar or Name protlupt Descralon Camnet Expiration❑ate. 7n HVHZ Outaida HVHZ $gglgt,t Preasun, pep; Product Model. Number or Name Produet0 acdpfion Cwanef Expiration Dnb In HVHZ Outside HVHZ Resistant p g_ Pis- Product Medal. Numbarar Nems �red,�,�, Prassamp, Product Description Contract Apppnd{a llr dM� 1� Nominal 6&A:39;8 &quaTlon-Impact&qua; Opaque AMA EKWMBM Dab in HVIM outside Rwilalealt P- O LL I a. Therma,Tru Fiber -Classic and Smooth -Star 121312020 Composite Edge Fiberglass Singe Dom No yes Nk WA 1 a. There-Tru Fiber -Classic and Smoot Star Nominal 68AY39;8 &quolNon-Impact&quct; Opaque 12r312021 Edge Fiberglass No Yes No WA i a. &qand &WotSenchmark by Theme•Tru&quot; as and SO and GNmd Fiberglass Door with 121312021 No Yes No WA 5 e. &QUotSmootil-Sfat&quok and &qua;Benamunr by all snit Wo Opaque and Glued Floarglass Dow with 1213141121 No yea No WA (msemgi0utsweig; X Cmtagurallan) Composite Sigle Dom and without Skteaw. imvritg and Oulewing Them&-Tru&wm and without SMeBea. Inswing and Outpvkg `V O � 6F.- V 6 f. Thermo-Tru Fber-Cleas c and Smooth -Star Nominal S%M9 0 &quolNcel-Impacl q(a; Opaque 12312020 No Yss No NIA Onprdng/Outswing; X:Cml6guraaon) `V O v > O Composite Edge Fiberglass Single Dom 6 F. Tnerma•Tru Fiber -Classic Smooth -Star Nominal 6M9;9 &quot;Nw Impact&quol; Opaque 12151121)21 No Yes No WA 0nawlh 1sw :X darts refion Composite Edge Fiberglass Single Do" (In leg; Xot;N-Impactconfiguration) A� /1 '/^� W � t{/ V! "a_a ♦n OCo V L 9 I.Therms•TruFmer-ClasslaeMSmootM3mr Nominal 6&ikt9,8&quotNon-Impaci&quoit Glazed 1231202D No Yes No WA Composite Edge, Fiberglass Single Dom 9 L Therms'-Tru Fber-Clesslcend Smooth -Star Nominal GWSw &goal; Glued 12/312021 No Yee No N/A (Irpwlag(Outswing;Xcmm6gumtlon) Cposite Edge Fiberglass Door Composite Edge Fiberglass Ingle rato Qnm4ng/Oufswl ;Xcorp umtlo7�41=27 V 14 n. Thenna•Tru Flber•Ckssic and Smooth-5tar Nominal S8,1i39;0&quotNorHmpact&quu>t; Glared 12/312020 No Yes Not WA a NO Yes No erma T-c om na q o pa a CcroposRe EdgeFlberglass Single Door Compasit. Edger Fiberglass Single Doe nmM ' twi ; Xdoal uragon (Insw?ng/cwtswinng;:X configuration) Florida Department of Business & Professional Regulation Page 2 p1`2 Florida Department of Business & Professional Regulation Page I or I Florida Departrnent of Business & Professional Regulation I%pe 1 m t Florida Deperknent of Business & Professional Regulation Pepe 1 m1 Building Codes and Standards 1202020 Building Codes and Standards 115=18 Building Codes and Standards latate Building Codes and Standards Ile 18 Product Approval Application Detail Product Approval Application Detail Product Approval Applkadon Detail Product Approval Application Detail duality Assurmica Approved for Use Approved for Use Impact ,Design Sig a Protium Modal. Number or Homo Product Description Contract Expiration Date In HVHZ out" HVHZ Resistant Pressure EftV or 21k Dab Poeding Date 220 Entity or 20 a* Cate Pandras 2itt PLM14t2B 92ft 2W& 211a owes Panallso Rik ]Tole vasaim ! Sonbwt EBtrlrawac.i.License Validated By vandaw iarlaem ! A,,,ed &fags mm& Vameltm CQFdbt EoateaL&1ksDe vtlldelaw.By validated litiefigged FSQAmrmml Aellmnd &Mara 1'yg! Ysnign MINDLRO= contact Engineer License Validated By Validated Submitted FOCADvageml Aottnonad &tags 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12312020 145-3/4&quotx80&quotNON-REINFORCED No Yes No WA Revision 2017 Clepay Bugdmg Products Company Mark Westerfield IrMrtek Testing Servime NA, Gary Pruehler g IIrd9I2017 011110=17 12A&2D17 Approved Revision 2D17 Clopsy BuRdilg Products Can parry MarkWeeleRek Intentstk Testing Services NA, Gary Pfuahla 1111g2017 06/102017 12A5@017 Approved rdevisbn 2017 POT keuaMee Dan Ruerk MlamWatle 8000-DER M)@mFDade BCCO-YAL 42202017 112&r2017 12252Di7 Approved 2 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD. OX, XO, XX 12(31M20 No Yes No WA Calagpry: Exterior Doom 1613)770.6062 Inc, (613)51"s" Ca4gay: Eawrior Doors (513)7704M InQ (513)519-M Category: Exterior Doors (941)486-0100 (7M 315-2590 96&qucYx80&qum; NON -REINFORCED Subcategory.$ectionat Exterior Door Assemblies mwestarSetlilidopsy.com Subcategory: Sectional EXtedOr DoorAEMmbil" mwestxSMdiliciopsy.com Subcategory: SMing Exterior DoorAswmblles drawkep9Snbuameacom 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12312020 No Yes No WA Compliance seemed, Cesikaft Mask or Listing Compeatee Method: CodlSwtlmi Mark or Listing CompaYnnoeMethod: Codified- Marls or Listing l45.3/46qum x96&qum 4 SERIES 420 ALUMINUM SGD REINFORCED. SERIES 420 ALUMINUM SGO REINFORCED OX, 12/,7IIM20 No Yes No NIA FLM6279.R6 Protlums F1a118279A8 Products PId2a'14t210 Produces XO; XX 96&quotX96&qua; Assonance for oagial dtedm Quality Assurance ArrorovedHVHZ f� Del- Q Aporowd for Uee Assumed for. Use Impact 1� 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 42GALUMINVM SGD REINFORCED XXX IM12020 No Yes No War Sergi Product alessl. bluster"Name ��, t�Ltd P[!!!YR Sffid! Protluri Mode. NunMrou Neree Product Dwedrltion bLmala OUWtle Xvxz l3lla»� ) �{ Pradua Mode. NunMal"Name bLlttOii oretsle. NUHz 8eN4BS PJluYa 143&quotx96&qud; 37 037 OV5-09 PAN-21F151; 840, 94, 73, 76, 1500, 190, 70, 76V, 4RST, 4RSF, 6RST, SRSF, 2RST, 49, 42, 68, 48B, Steel Pan (min. 25 ga) Single -Car (up to Win wide) 061212028 WINDCODE90174; W5 Garage Door No yes No +30 PSF!-32 PSF 63 053 05-16 PAN-2F163: 84A, 94, 73, 75,1600, 190, 4RST, 4RSF, 6RST, aRSF, 48, 42. 58, 488, 42S, 65S, GOBS, Steel Pan (min. 25 ga.) Double -Car (97 to le'p o5 l=$ wide) WMNDCODE&11174; Wit Garage Dom No Yes No +30 PSF/40 PSF f0 SGD-6670 (Large Missile Impact) Vinyl Siding Glass Door 04/142021 Y" Yes Yea WA 428, 55S, GD6S, GDSSV. GRBS, GRSSV, ARSE, ARSSV, GD68V, GRSS. GR58V, ARSE, AR68V, EDSS, EDSSV ED5S, ED%V 2 Florida Department of Business & Professional Regulation Pepe 1 a1 Florida Department of Business & Professional Regulation Patin 2 of Florida Department of Business & Professional Regulation Pegs1 a1 Florida Department of Business & Professional Regulation Pager 1 Of I Building Codes and Standards I N2o1a Building Codes and Standards 112W2026 Bunting Codes and Standards 1/641018 Building Codes and Standards li5wls Ffn d Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail Product Approval Application Datall "1637.117 RL#17Prodlsts .Imoaet Quality Asnsetue Approved for Use Approved for Use Do.ldrt ErMW or Ra EIk d 21k Sea a Product Maid. Number or Nam Product D-When Contract Expiration Date In HVHZ Outside HVHZ Resists P-slim Edda EWitor to ma DIU Piwalm to 9999 Entity or 121& go DidelparWing 210 11M ymbn d dim Eraldnear8i Wtlawtl By Valldelad Submitted FOC Aporoyal Aasmssd Sh" 2 185 SH 52x72 Fin/Flange Frame IGM single Hung 1N062023 No Yes No +601-60 IYg version contact Egg Veadatad By Validated AWMIM FISC Approval ApprovedS4Da IY➢! V01810111 Conti Emakwar.&l laaas Vatialad By Validated SWmWlfd 19 al Amy Awn Revision 2017 CURRIES DMW= ofAADG, Irmo Dedk:Ds" UL LLC Tsd Bem1eM PE 110=17 10264017 12105/P017 Approved I Landnated Glass Revision 2017 Ckpsy Buecag Produce Company Mart vise faw Interbek Testing Services NA Gary Pkeh)@r 110I2017 0611012017 12105/2017 Approved Rsyhk t 2017 Cicpsy B& iflmg Products Company Mark Westerfield Inbertak Tong SeMae NA, Gary PN~ 1 V292017 WIM017 12105=17 Approved cate9ay: Exterior Doors (841) 494.2844 (305) ON4707 Cetegay: Doors (5 rm 1 51 (513)770$062 Ire. (d13)S168S88 SubCegoW. E.xerkr Door Components dove.dedl�sseabloy co Subcategory Sec rraleeterfiek@ebDay wn SubCbKm: Sectional Exterior DoorAsaambiM conni Cn Consaff- Method: Certification Mark a LWkg m Dompswice MWWCL Cerrostion Mark orLWwg Complems aYSlod: Certification Mark or LWkug FUMl537.R7 Products QmNW Assurance, ABnroLed.for ties Approved for ll9a dltaaeL Dw;kss FLa1BU&M Products Quasar Approwd for Use Aganwadfordlas lmgffi Reim FUJ5279401Producke,- Qualifts, Approved forfor U Aganonsfid far Use dosed Deem &e2Product LloW. Numbu or Mom Product Dinsarkidgen consent ExWmtion DOW In HVHZ f KVHZ Resistant Pressure flea Prod Modol. Mwnbw & Nams i1lmiL Oulskile 112 Resistant Promm Its°! Product MOME Nfip ProdiffilDleaduUm Collared Excitation Dde lnjfi L assistant PNBBM 1 607, 707, 727. 747, and 847 Single and Pairs of Doom Flush. Glazed, and Louvered single and pairs of 1231=6 Yes Yes Yea WA 85 025 VA-09 PAN-21`163: 73, 75, 84A, 04, 42, 48, 428, 48B, Seal Pan (Mtn. 25 ga.) Single -Car (up to 9V wMe) 0521202a No Yea No •38 PSFI-42 102 102 W8.16 PAN 2FI53: 73, 75, 84A, 94.42, 48.428. 485, Steel Pan (min. 26 gay) DoubbCar (9'21to 167 05211=8 No Yea No +37 PSF/-41CU hollow metal doors. 4RST, SRST, G05S, GRSS, AR6S, EMS WINDC.ODE8at174; We Garage Door PSF 4RST, SRST, GD5S, GR5S, ARSE, ED5S wide) WINDCODE&M74; We Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 of 7202020 Florida Department of Business & Prolmlonal Regulation Building Codes and Standards Paga+a i Ilmo+s Florida Department of Business & Professional Regulation Building Codes and Standards Page I m t 1n2o1e Florida Department of Business & Professional Regulation Building Codes and Standards Pagel a2 I/2012020 0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ELi2e24tn PLOLN94tZ6FL#1i3{ti Rfi lMn�kWcts , Code Entitil or 20 lift Date Fortino R99 Reft Emav or 20 201 Data Pensino 201 ,Qgya Frilly or 20 20 Dab Pa""DOW Quality Assurance Approved for Use Use Approved for Use ((pggg( ggg)ga lyga Version Mah rlactura Contact engineer & License Wiggled W Validated Submitted FBC Approval Aooroved Status 1Yss Vanillas Moundisclumar Contact Engineer& License Validated By va11dwe4 Submitted FDICAmDoval ADgL�li ,ud lisps V�Ion Nknukahm Enaaea&Llama Vaimaw By Vlightlead agbm(w FIC Approval Approwledg Sg9_A4 Product Model. Number or Name Product Description Comract Expiration Data In HVHZ Outside HVHZ Resistaru pry Revislon 2017 MI Wind- and Doom Brent adinger Ameiicah Architectural Steven M. Uric°, PE 06/042019 06/042019 061072019 Approved Revision 2017 PGT may. Win Dean Ruerk k0em4Dade BCCO-CER Mfem4Date0CCQ-VAl 122012017 17/0812017 12252D17 Appfored Revision 2017 PGThkceWi Dean Rank MfemFDada BCCO-CER Mte)315-2BCCO-YAL 12202017 12lOaJ2017 121d5fH117 Approvetl 1 HIS 188 Fin Fan a Frame 73x62 Insulated Glass 021182024 No s No +55/-55 Category: Windows (717)365-3300 Manufedurers Assoclation (717)317-8454 Catenary: Windows (941) 486-0100 (188) $18-2580 Category: Vvtndowe (941) 488-01gg (786J 316259g BuhCategory: Flied hsitlmger@miwd-cool Fixed Fled tlruerkQpgtlrMuWlea.wn Hung SubCzComplance dmak�pgtlMuab)@s.com RLa151b9.A14 Compliance Method: CorbncIdi. Mark a Listing Pxnduas -'. Cp111plla11ca Matipd: Cedficeden Mark or L)@Bng Compliwcoll FLA239411111 Products- Omit:Single CgmPaanca ranted: Ceftlfiealien Mark or LWhg - a- - _ .. .. - - .X Quality Assurance Agaovadfa Usa Approved for Use Impact Deslom FL82434M Oimft Apara[ad for Use Apormed for Use ire pedw Quaft Assurance Approved for if" Alaoval for U" befied palm 92" Product Model. Number m Name Product Desorimion COMract Emiratlon Date In HVHZ Outside HVHZ Resistant Pressure Da! In HVHz. OutsideIlY}.Y Resident PJlega &mE Product Made. 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I(fg, P.E validated $L&.MW F 10042017 1011 017 lo/1 Vrhtf7 Apow"d titans 121122017 Approved W cwe9orin PaiN wds 00349-2927 PE-24121 (352) 367-25M Category: Pamw Wails (9m)349.2827 PE-24121 MI Suhcategay: SUM PMOO"1hul char Subcategory: Siding pi gahagihu@jar-loss, Subcategory: SoBas mhanpeatQalelde.00m Subcatpcq: So1Ma rMonngeonnilIalelde.com compensate Evaluation Raportfrom a W dic- compliance MMhoh Evakstim Report from a cicompensate Compliance R.eonfia i a ce MaaroA: Ewect Condit ma Method; ai Report item ti Q Plonks Registered Architect or a Licensed Flake Plonks Rep)@IsrrW Architect a e Liceneetl Florida R or a Fiords Registered Architect or a Llanreed Flotke Fuxke RegbteuedArohRact a a Literati Plonks tiled o Professional Engineer Prclwebnal Engineer Prdsulomd Erdneer Professional E pineer z FL915+92 M Prodxts 7` Quality A-- Accused far Use, AB .Use IM= Palm A !I" Approved for flee impact 01wim OU"Aeanwnca A9�Yfd.for Use Approved for l� tested helm Aga�W.farUse Ag .ilk !mast Daft i� ProduetMmW. Number" aqua Contract Excitation paw IQ. It t mi Product Model. Number a Nara Product Deserk*an In HVHZ outside llxtl3 P.18MBRE $S9.E ProductMotlel, Number or Nam Product Dwerdtlau cdMnetoxwnom Deco lr1,mym d Resistant Pressure, Sgg._ Product Model.N letaw"Name P31�Doecdotion Comact Expiration Date Ia, lam$ gnwmm figure Q 2 WrdiePlank Lap Siding ffier-cement lap siding 1231=0 Yes Yw WA N/A 2 HardwPlenk Up Siding fiber -cement lap skhg 12131=0 Yes Yw WA WA 1 a. &quok2T&gteh Soffit Vent a Solid Vinyl Solid 1231=0 No Yes W NIA 2 b, dquotAlssnce T4&quot; Soffit Vent or Solid Vinyl Soffit 12312020 No Yea No WA �J SHEET NO. PA 1.1 Ab Florida Department of Business & Professional Regulation Page3of3 Building Codes and Standards 1r2o zozg Product Approval Application Detail Code EMIN or 2d2 ,gde Date Pending Det. ,1jtg_e Version Manufacturer Contact Enalnee&License Validated By Validated Submitted FEC Approval Avoroved slower Revialon 2017 GAF Michael Shah Robert Nleminen John W. Knezevlch, PE 12ff 12019 12/112019 12/182019 ding FBC App. Category: Roofing (800) 766-3411 PE-59168 (954) 772-6224 Subcategory: Asphalt Shingles meliah@pf.com Compliwce Method: Evaluation Report from a Florde Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Approved for Use Approved for Use Imbed Deaim Product Model. Number or Name Product Description Contract Expiration Data In HVHZ Outside HVHZ Resistant Pressure 1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and 121IM022 No Yes NIA NIA hipaidge asphalt flingies Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#i691e.R2 Dada Erb ?yea Version Manuhwbmconuot Em4.L Revision 2017 L.V. Thompson, Ina. ten Thanwm Arphtledural Tony Chdeanan Zed," R. Priest Ma We Company(TANCO) (813)246-34M PE-74021 Calgary: Roofing Wnyagomet*ooM9.can &drCahpay: Roofing Acoatak681at ara an krtegral PM ante Roor" System Comgkm a Method; Evaluation Report from a Florida Registered Architect or a Lkenwd Florida Professional Eromw Bone Pro&id Mwpt-NunbwwNorms Product Designation 3 TAMCO WRidge Roof VemvrSh Bella 26 ga. static roof venWoW with Intapraled battle pawl al flsmle Data, P.s Ode .Poll eB Ode VmUddod.91 Valdided BatmiNbffi I=Awarovel Ae8oved awn Loire associate 10/to2017 10110M017 10/172017 12M22017 Approved (834) wo-ttloo QMIW Assurance Approved for the Approved for Use jnmd Onion Inmvmz O 1 pressureOBA820Z6 Yee Yes WA WA Florida Department of Business & Professional Regulation page 1 of t Building Codes and Standards 1/202020 Product Approval Application Detail s Qft IEd1 or Dole Dame Dote Pendlno Did - version Manufacturer Contest Enalnaer& License Valdated By Valltlatetlsubilifill FBCAmroval Aporoved mas Revision 2017 Bore) Roofing Anderson Robin IAPMO Uniform Evaluation Gary W. Walker 10/182017 10/062017 10212017 Approved Category: Roofing 801 80-6091 Services LLC. 205 854-0180 ( ) 3 ( ) Subcategory: Roofing Tlles RobinAnderson@bomI.co Compliance Method: Evaluation Report from a m Product Evaluation Entity �fC____Raf1,'- PI - Quality Assur Approved for Use Approved for Use Imbed Design .soc.g Product No". Number or Nana Product. Description Cont[ad Exdr3lon Date I11HYH2 Outside HVHZ Resistant Pressure 16 army a e-Rialto,.. 0 es 17 9axony900-Gauntry Slate, Hartforo 9leta, Shake, Slate, Flat Profile -Stockton, CA ti/312020 No Yes N/A N/A: Spilt Old English Thatch 18 Saxony 900- Country Slate, Shake&amp; Slate Flat Profile - Henderson, NV 12/312020 No Yes NIA WA 19 Saxony 900- Ccuntry Slat. „Shake, Slate &amp;Split Flat Profile - Lake Wales, FL 12/312020 No Yes N/A NIA Shake 20 Saxony 900- Shake &amp; Slate Flat Profile -Lathrop, CA 12/312020 No Yes N/A NIA NIA Wr- 28 Ville27 900 Villa 900 Medium Prlanver Mereum Profile- Lek. Wales, FL 1213112020 No es Yes NIA WA Florida Department of Business & Professional Regulation Fogs i d l Building Codes and Standards 1AR018 Product Approval Application Detail 926 20 go Do" POWIrm 21M 1ls8 Version lilac c staid EWE k Vaned Submitted FOC Ace el Ammond Aloha P-mkusr a License Validated LN Revision 2017 rrw auk" Components Group Inc. Stuart Lewis ICC EWWBBM Service, LLC William M. R6ded. PE OW19/2017 02072017 0902017 Approved QeleYerll: Structural Components ($47) 918.6473 (407) 681-1917 aubcdo" fr: Truss Pad" Newb®aalpine6w.omn e mpHY Method: Evaluation Report from a Pmducl Evaluation EnOty FLSIDO eProducts Qtsd& Amg AoaovadfarllY A ]mold DWna EwaA Product CrslhsdDn d UM In NNW OuWIr.Hva rwisto proem 2 rfW BCG/Alpl s Hings Plate Mewl Connector Plate 12/31/2022 Yes Yes WA WA Florida Department of Business & Professional Regulation Paget oft Building Codes and Standards I2012020 Product Approval Application Detail Code Emm or ,fig Mee Date.Pemmna Date Iypg Version Manufacturer Contest Enaineer & License Validated By Validated Submitted FBC Approval rAnn ved MAU Revision 2017 TAMKO Building Products, Inc, Karl Eden Zachary R. Priest Locke Bowden P.E. IOMS 017 IOM5/2017 10202017 12M2f2017 Approved Category: Roofing (417)624-6644 PE-74021 (334)300-1800 Subcategory: Underlayments kern_aden@tamko.omm Compliance Method: Evaluation Report from a. Florida Registered Architect or a Licensed Florida Professional Engineer OudIN Assurance Approved for Use Approved for Us, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall FLe1691t4r2 Lin Version Elrskesr4llraDea Rovidon 2017 L.V. Thompson, from ors Thompson Ardaactual Tony Christman Zachary R- Ptlwt Met* Company (TAIACO) (813) 2484456 PE-74021 Ca"I ROD" tmy®p arsdatoo8ng.com aubC&%gM: Roofing Acasaaka that we an Integral Part of the Roofing System Compflom Method: Evaluation Report from a Florida Registerod Archked or a Lkmnsad Florida Professional. Engkker Ego! Product ModaL Numillsor a Nam Product 4 TAMOO Round Top OR-Rkge Vent with Bache for T% 26 ga eAW nwf ventilator with balsa Pew t al 116Q018 20 Da Dde Pending Validated®L Validated Submitted FBC Asaxoneid Al: Btaaa Lake Bowden 10110=7 10MM017 1OM712017 12112rM7 Approved (limi 30g-1800 QudlW Amnesia Aooroved for Use Aoawed/a Use [mesa Dnkm IaddM Outside KQli Rnktwd PrslyYn 09101 Yee Yee WA WA Florida Department of Business & Professional Regulation Page I on Building Codes and Standards 1202020 Product Approval Application Detail rgdg Endiv or Oa[g ,04e Date Pending Date T re Version Manufacturer Comul Engineer &.License Validated By Validated Submitted . FBCAmroval Apo.. status Revision 2017 Global Protection Products, LLC. Ti. Robinson Welter A. Thin Jr., P.E. John W. Knezevlch, PE 091 08/31/2017 09/112017 12/1212017 Approved Category: Burgers 4 68-7545 PE-44167 (B5) 8 (954 77 -6224 ( ) 2 Subcategory: Strom Panels tlm.robinsm@gppent.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - - iiH5676.R5:' odbCts, - r0uelhv Asaurmce ADDrovad for Use Aowwed for Use Impact Design Sea # Product Model. Number or Nor RAM Product Description Contract L3rolratlm Data in !M Zi outside HVHZ Resistant Pressure 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrupted Galvanized Steel Stone Panels retained 12/312020 Yes Yes Yes N/A FJ gft4t6 9ok m m Version lknl Revision 2017 nW BUkW* Components Group Inc. camgory: Structure, Components 9ulK;sMpory: Truss Plates CompEmn Meshed: Evakwbm Report from a Product Evaluatkg Entity RMM4tg Products Bead Product . Number or Nam 3 ITW BCGfAlpine Tmbx Florida Department of Business & Professional Regulation Building Cozies and Standards Product Approval Application Detail Entbi or contact Emeesr & Lloonso Vafldd dw Swart Lewis ICC Evaluation service. LLC William M. Railed, PE (847) 0181 (407) 681-1917 ebwtt®alpkrel6rrcan page l of 1 I 1/25 18 21k 2#A Deb pending 291 Validated BllamkW FBC Aobm,l Atlannd Atom 09/102017 09/072017 092720f7 Approved Quality Assurance AnmondforUw Aoo(gaidedfor Use imped Design Prick dD—d th, 12I912022 Date InHiDR DldaldelM Resistant Pmuun Metal Connecter Plea Yes Yee N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oil Iffimie FIf16a1e4t2 2W ErfiBLor go 20 DO!!.P*ndhw 21M Tema Version Mwwkthnt SetsMt Emsk—aLb— VaUsate4IDC )faBt>" BWIItBYd PW ADDI,,M Aaarovrsd Btaaa Revision 2017 LV. Thompsa6 Bev. Zara Thompson AtmBoctral Tony Cndatrrtm Zachary R. Priest Locks Elevation INtQW17 11V102017 101172017 12M22017 Approved Metals Company (TAMOO) (813) 2484458 PE-74MI (334) 300-118eg Category: Roo" can SubCatsaay: Roofing AAcoonorin that ace an Integral egralPan offtRoo fing syatsm Canpgnce "od: Evaluation Report from a Florida Ragetme d Architect or, a Llcwmd Florida Probwfalal Engineer Aamafad.for ldu Imo•ct lowdon ffiE kt INH6 Outside proomn 1 TAMCO Fat Top QMW Vamwith Belle forTis 28 ga. static rodvemgaor with bans OftlOD12028 YM Yes WA WA Florida Department of Business & Professional Regulation Paw i of t Building Codes and Standards 142018 Product Approval Application Detail 226 linm or Ra Oft Ode Palermo OW Tyne Vlrsmn VAnufachn Sdotad Roessler 3.Lilames ValidatadBe Validated Submitted FIIC Apusvel AaJasrsd Btaaa Revision 2017 Florida Metal Products Inc. Clark Jones Jsrtree L Bucker, P.E.Q Mkt" Jon. Rlemer, 1012612017 10/06=7 10272017 12112aD17 Approved Category: Rooitg (904) 783-84M CBUCK Engineeang P.E. aubCasgory: Roofing A000norlea that eve an dwkCflumw.can PE-31242 (581) 414-7687 Irtogral Pad of the Rooft System Complains M*uxh E06ROM Report from a Fkrkia ReglsMredArchitect or a Licensed Florids PmWeloml Engineer FLl21ls10$LFradlata Approvw lathe Approved for tees Imoal3 Doohm Milt ProdctMedN. Number a hem. Produat DOWADOM Canna Exoticism Dab InHVKZ DJl11Ids.HVRZ ROGWind p( 3 3-FIAMCO aquoi 10 Ridge Vandkuct Aluedrwm Ridge Vents for pitched table fabricated 12/312020 No Yes NO WA from 0.OW Ake,*= Florida Department of Business & Professional Regulation Page l oft Building Codes and Standards 121120210 Product Approval Application Detail Code EdIN a we Dot. We Pending Data ]yea Mention Manufacturer Contact Engneer 8 License Validated By Validated Submitted FBC Approval Approved Status Revision 20f7 All American Shutiars and Glass Mike B irbled Frank L. Bernard., RE Troy Bishop, P.E. 10M B2018 toff 82018 10232018 12M12018 Approved Category: Shuttism (561)712-9082 PE-0046549 054).947-0880 Subcategory: Storm Panels mlkabQallemericanshutte Compliance Method: Evaluation Report from a mcom Florida Registered Architect or a Licensed Florida Profosstonal Engineer F s _ Quality Assurance Apwovedfw Use Aperovwfor Use Impact peslon Sea # Product Model. Number or Name Product Description Contract Excitation Date in HVHZ Outside HVHZ Resistant Pressure 1 24ga GaNenind Steel Storm Panels 24ge. Galvanized Steel Storm Panels 12/312020 Yes Yes Yes N/A F18f999A8 22111 bills Vmtan VAnufasalnr Revision 2017 ITW Subdkg Components Group Inc. Cwgarr Structural Components Subcategory: Truss Plates CompsnseMWrod: Evakwtlm Report Nana Product Evaluation Entity FL#1999-M Products lag ProductMwN. Number or Nam 4 ITW SWApme Wave Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Brim or confers EDg VANdawd me await Lewis ICC Evaluation Service, LLC WMttm M. Radial, PE (847) SIW73 (407) 681.1917 BWNIG ipinekw-com Paw s e11 1l52018 1kk Rev Ddo Pending Io Validated Submldod FM Asoroval Agramud am& owis2017 09M712017 091212017 Approved Quality Assu mas ApprovedApprovedforUm Approved for IaMW Desion Pr py�gl Contract enptmtlon Date ID HVKZ oubw&K goolwtw Flsbtaun Mehl Connector Poe 12/312022 Yes Yes WA WA Florida Department of Business & Professional Regulation Page 1 or I Building Codes and Standards 1/5rm18 Product Approval Application Detail I7a1.9@la4t2 SdtlE Entity or dicta Dew DAN PWAM 2im mm JCwtaD contest FmMeMlLLia Vagtsaav Validated B1mrsaYd FBC Approval AgarmtW Balsa Revkbn 2017 LV. Thempeon, li000 Thompson kditcbrrvJ Tory Catlstman Zachary R. Pneet Lodrs Bowden 10110=17 IGRO D17 10/171=7 121122017 Approved Metals Company (TAMCO) (813) 248445e PE-74021 (834) 300-IODO Comm-, Romlug tonYCOUrAtOkOOft.wm aubCabaery: Roofing Accessories that am an Integral Part of the RmMg system Compliance Method; Evsk"m Report wpm a Florida Registered Architect or a Licensed Florida ProleseIdeal Engineer Products FLiMSM3412 0,Mft A� Approval! for tin AporovetforLin boat ROW a In OulaidtHIM Roetstkm PMUM 2 TANI Goo.nedr Vert 26 ga. OVADII 028 No Yes WA +0/-52.5 Florida Department of Business & Professional Regulation page I of 1 Building Codes and Standards 1172019 Product Approval Application Detail code Entity or data Data Data pending to Toga Version Manufacturer C. Enalneer&Ucense Validated By Valldatw Submitted FaC'Approval Approved Status Revision 2047 Lorrcncp, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 041OW418 12/182017 0411512018 061122018 Approved Category: Roofing (501) 982-6611 PE-31242 (717)317-8454 Subcategory: Roofing Accessories that are an acarte r@lomanco.com Integral Port of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or Licensed Florida Professional Engineer PL#iT202 ROProduCts` Quality Assurance Approved for Use .Approved for Use Impact Design $Iia.N Product Model. Number or Name Product Description _ Contract Emlratlon Date in HVHZ Outside HVHZ Resistant Pressure. 1 Deck -Air- DAA Low Prone, Polypropylene Plasfic, Roof Vent 071162021 No Yes No -97.51-97.5 Mechanically Attached to plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peeve 1 of i 1r62018 "19".M ram M DBWPMXNM am M= )onion lkn catt II aLlamas ValmmwBy yam a FDIC Apientend Aaera2ad Stamm Revision 2017 nW Building Compments Group Imo Stuart Lewis ICC Evaluation Service, LLC William M. Rallied, PE 09119=17 ON712017 092112017 Approved Category: Structural Components (847) 9184f473 (40n 881-1917 SubCtits"t Tow Plates stt VISOBk KW.WM completes Method: Evolution Report from a Product Evaluation F-nft FLOtOOD-M Products OU,M Assurance Aagroved4aSUse AD,!noted go" Bea!umbKwMm ProdgtDescription 1n19IIS Outside HVKZ ! ltin a 1 RW BCGPX&* Higher Strsopih (H Bamp; B) Motel Connector Fla* 12131r,= YM Yes WA WA 220 MOM VWBIM VAnUh Wltu Revklon 2017 MlTek industries, Inc. Celegory: Structural Components SuhCWgay: Tees Plat. cemilift" Mahod: Evaluation Report from a Product Evakwtkn Ent ly FLA21974Re Produgle aegg,(( Pndmt MOM, Numlwr Of Name f M1e" Florida Department of Business & Professional Regulation Pew 1 Of 1 Building Cadets and Standards Iffimia Product Approval Application Detail ENkL9r beta RMI DW Pollutants oft 21111M EDalooa3 vaimdw By Valued Submitted F&C Approval Aaatarsd Btaaa David W8d ICC Evaluation S®vke, LLC ICC Evaluation Service, 10119=17 1011OM17 10222017 Approved (314)851-7480 LLC. dwertlinnd.can (206) 599-OM GLoWAmrAnm Atemovedmrlke )mat Rift 18 go. super high strength War connector plate 011I Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw l eft immis Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Defall paw i d l V61201e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail "left i/61JD18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pew l of t 116=18 FL=974ts 220 EagBLor 20 21A PAO 21K pLl219T4r6 9211111 ErskL9L 29k 20 13ide Pending Data FL821974t6 2e t E 2dit Deb DoloPoindfina go lJ_#219?.$ 22 a E rich w Ro 0-* Dab pamom Do BM Version lkmdacbm canwd Engineer iLicense Validated By Validated Submitted FBQApprovml Aalesyad Mega mma Varslon ikallfar— &Lloseas valldwwey Validated awnlkd FWAlaamal AporanMd Abu mme cmtagt EL19bW&Ll� Validatedlbf Validated Bsdlmakd FBCAawwiW Aboy d Vandw M,,b — Validated 0, vmimw SubmMod F.HS9agmvid Approved Bteaa Revision 2017 Mrrek Industries, from. David Wart K:C Evaluation Swvloe, LLC 1100 Evaluation Service, 10fiII 7 10119=17 101222017 Approved Rwisim 2017 MiTek Industries, Ina. David Wert ICC Evaluation service, LLC 10C Evaluation servks, 1011912017 10/19=17 10l2=17 Approved Revision 2017 Mrrek Industries, Inc. Dam Wet ICC Evaluation Service, LLC ICC Evaluation Service, 1011011017 101192017 102=17 Approved Revbkn 2017 MiTak Industries, Inc. David Won ICC Evaluation Sevke, LLC ICC Evaluation Socha, 10118/2017 10`1g1Z017 10222017 Approved Cab9ory: structural Components (314) $51-7480 LLC. Caa9ory: Structural Components (314) 861-740D LLC. Category: Slroaund Components (314) 851.7480 LLC. Category: Structural Components (314) e51-7480 I.I.C. aubCaftsJ Torus Plates dwet@mh.wm (206) 59"figo 8ubCatepary: Truss Plates dwrertiffmll.com (208) 699.9800 9ubCahgory: Truss Pales dwertarl9.com (2o6) 599-9800 SubCatepay: Truss Plates dwert®m9.com 598.9800 Compika MNMod: Evaluation Repattfom a Dompllonca Method: Evaluation Report from a Compliance 1 9 m : Evokwum Report from a Camplince Mahod: Evaluation Report them a Product Evaluation Entity Product Evaluation Entity Product Evaluation E-n8gr FUIZI174M Profluds Product Evaluation Er any FLur219741a Produsb FLY21974te Protusts Duane, A� AparowdaaWa Aogn7Md f°r Use hcold Design BMW4U Product Cluft Assurimi Aoorowdfortlea Amevad for Use Import onion Qwd*IAuurers ApwwmdforUw Approved for Use bad Dodm A9movedfor lillss ArAm2vodftftW lm9 Re" $at ProdctMotbL Nrmhherw Name Continued EXDRWftn DAB In.H1Rli Outside pp MA ProdctMaid. Nuptrr wNor latRmi: oubw ! 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Lumber Robert.Baldwln@weyerha Compliance Method: Evaluation Report from a. eue-corn liredgas. Product Evaluation Entity - ,F 27 _ - QualityAssurance Approved for Use Approved _ for Use Imbed Design Sao # Protium Model, Number or Name Proud Description Camrad Emiration Date In. HVHZ Outside HVHZ Resistant Prassgpg 1 Mlerollam LVL Laminated Veneer Lumbar 03/312021 No. Yes NIA N/A 2 Parallam PSL Parallel Strand Lumber 03/312021 No Yes N/A N/A 3 Tlmberstmnd LSL Laminated :Strand. Lumber 03/312021 No Yes N/A N/A; 4 TJ Rim Board Structural Composite Lumber or Oriented $trend 03/3112021 No Yes NIA N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03131/2021 No Yes N/A N/A Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Page f or 2 Florida Department of Business & Professional Regulation paw 1 Off W02021) Building Codes and Standards 11612014 Product Approval Application Detail Quatltv Assurance Approved for Use Aooroved for Use Impact Del - sea Pr I Contract Expiratlm Date outside HVHZ stand. s Product Model, Number or Name Dauer Desm mom ip-H'1H2 $9§L_ FLasair�e I High Strength Concrete Lintels 4, 6, 8, and 12 inch wide Ilrials 05212022 Yes Yes NIA WA FLdn77w476 290 Entity a dO 13d& Dab Pending pia Voiwdw By I1m! VamgD isratlffiBua EDgtlas[&.LkaDas YaIMataII Subm FBC Average! A9proved Btakn Revision 2017 Comnsai Conaele ProdutilInc. RobodOfllls THUY H. HUYNH John Hoy 101142/117 101 1onwof7 12112=17 Approved Catagwy: Structural Components (813) 8684707 PE$0122 (382) 8883311 Subcategory: Products Introduced as a Result of pm=ftdoroyaf w.• New Tednnoogy Cow4*so l- - : Evehntlm Reportfrom e Florida Registered Avoided or a Licensed Florida Plobwbnai Eglnser BJ17744Le Prodcle QuaRWAM Aeoraved for Use Approved for the boom DBWM Bea.! PmddVAdW.Nun"wNama InAM Outside .H)E$i RNMRM P1mYn 1 Quality P(O Mt or commerdal Concrete ProtleXs Probes and Pfe8 MNW Concrete Unroll; 05262024 No Yes WA NIA N N 0 -s-- 0 U � 0 Ca CO 0 0— C L 0 O CU U— 0^` .( O W 0 L .— 'c^o Vl Q Z Z W J IT/