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HomeMy WebLinkAbout39700 Harmon Grove CtALL WORK SHALL COMPLY WITH PRE=LING CODES FLOR10A SUIT DII IG NATIONAL ELF. TRIC I� AND THE QITY Of""'�.� ORDINAN OCT 0 7 2,070 REVI `NDATA , u.... CITY 5 PLAN E .tviINE . ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. 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 FIR OR 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 Biifold 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 IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Goff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P, Southern Yellow Pine CONN or CONN. Connection 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 ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT LaundryTub 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 I& Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or 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 WDWHDRorWDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PIN 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 r 0 I'D FE7:1 E-77-1, FE7:1 M M El 0 0 M FE71 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 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 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. tot�tr�`tff 4 �p gi CID tf({{dii,�llL To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W Q � It Co O pppp _ N c0 � N it /1 0 0 0 pr to 0 N CV C �03 0C',_JU to ��-p J _ W ' J U. 0 LL ai a ) N LL q c W U) F ii °- a it Z a�rn 0Zo WN o _ OM om� W m�rO Ern0 J a N Q M Z U 0IL Z d ❑❑❑ W z N O z o v Q J M d N M o 11111111111011 Q) CD V1 Y W 0 o Q 0 N �Ln w � O:f e N N O fezIi � u in N LL, t— 2 e 0 8 o l = U o N c U) d Q ®Q CID W Z M m o ,eE _� zo oa F rd X� U N ro d¢ ¢ o .0. o< ¢ W w xJ ( L ¢ o w , rQ ej e - C:, U �o O oLL Z 02 <w OU Q ww aW ww T �k o ¢- =3 0� >� CD CO V W_ zw¢ l a 013 I cr_ L � rn m Al W � c9 .> I.C) n/ U 00 ILL ,� Y C:m o 0 °- C � N p LO T LO o E Z E O N Z `m a E U � Q p JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. C S 3 Q (- N N CS. E v 2 E x v C J Ez A S3 C 5-SH rn ---- R&S ---- a 6" DP.;-- OWNER'S SUITE W.I.C. 13 1 1 �CARPETI ARPET TO �I mo HANSON J DRYER .� ' . u �I :., �..p�Ml:i•M•�NMNNNI .r': � . TYP @ 1 STORY C? ;t Zo C LID 2:12 VAULTED CLG. I ;FAMILY R M R.A.G. 9 -4 CLG. o CARPET I I �uoD 101 L 3'-10" I. T-8" BUILDER TO CD PROVIDE W.H. `V APPLIANCE 0 PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. SEDGE OF SLAB 2" BEYOND WALL 9K S3 I I 1 I /X�I I/ —a (A L—_{ 4'-0" 11'-78- 1 I I I I I i 1 6'-10" iv --------------- i2668 , 4'-7" 8'-8" N 5'-4" I I 5068 B.F. OPT. I I I o -- - - REF.rt- BEDROOM 2 PATIO CAFE �' o �____==____=] _ o UJII r I r 8 -0 CLG. VAULT. CLG. ��� T I D.W. ao •3 CO I CARPET I `n U)' CARPET, / QJ3L c> UO — za j is0o P00 SI Kw/ IS b L i 21'-2" 2'4 2'- ' 10'-4" TIE _ . i I00�— ■ i N '0 P NT Y w �i FLAT CLG. 6= 36 36 T-11Co AC PAD i — — — — — O 0 : 7.— — — 165DEEP 25-SH H B O 0S,EGRESS %M". S53 (3) 2x4 #2 SPF w/ DTT2Z @ BASE- 10'-10$" u� 11 —HDR AT T-4" -100 M 1A1 BEDROOM 3 8'-0" CLG. CARPET 10'-42° 15'-10" 25-SH EGRESS O m H. ------------ 0 0 I o I I I Q I I w I > I I 0 II X I � I I T I I I I I II I NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN j FIELD. — — — — — — — — — — CC D S3 S3 -W-M PIL-0-1 ". I K TYP S4 GARAGE I OPENING I I I I I 1 :NTRY 8'-0" CLG. 2668 r I r� R&S 776 I I 4068 B.F. BEDROOM 4 / CARPET MO STORY �■ 19'-6" OP HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2600 PSI (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2600 PSI H7 (2) - 1 314" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 114" 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 184X25j S.H. 13 20 X 38 � 18 4 X 371 S. H. 14 20X50j 184X50 S.H. 15 20X63 18 X62 S.H. 16 20X72 184X71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X381 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 j X 63 26 X 62 112 S.H. 11-16 271X72 26X71112 S.H. 22 37�gX26 36�X251/2 S.H. 23 37 J4 X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 i 36 j X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 �4 X 72 36 i X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 1 52 4 X 37 j 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 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" A� +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 DC� +28.3 / -36.4 +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET HC� 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 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1 ST 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 6 R-13 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: )/4"=11-011 (GARAGE / LIVING) • e� 4 c lbov 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. F E CD � 8 �9 N a ti Opp 07 OMNN C c0 J In N ® r o d J '� ro LL W dJ Ui MN W a� Z' CLL acnm 0 o m a3 0 of m O W W 'm ors ¢ g � 9ern o a Z N Q M Z �U V J Z ❑❑❑ Z N O z ¢ M � o M a z - 0 o Q) �� V% Y w f� 08. r� a •U .� N w� E o r— 0 m L_ ~ TE _ _ U o Q 0 o e� ti o CO w coz o Z Z CL E S O Z zo Q N Za w¢X ♦C3— R¢8 a° �0 N pa� p� E5 OY o- J . m a' Q W �z n 2o2 Q 3 LL Z gz a mw T 3 U W � <o =K r- s N� w r3 =� >O C)w. � 5 a ° �r 3 > N ^1 W(D Ln n/ U 00 u�. a) T— �,� > O C)tYj m /0 o E o .d. T N d' • = C14 T. C �1 r Lo 00 rn r += c T co o Z Z � E Q rri U) a Ei U Q p JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. 1 rn 3 -o rn (D .L0 2 0 J A� L0 LO I N Q r as W J LO I O y Q N N v Ca C E4 y 0 v 1- a1—i Ez ZO U 2 0 i 0 LZ N N -d 0 0 0 a. N N t2 LO �o 0 co m v 0 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE -1 CABINET 00 � O~ O~ �t GO > CV co C 4 co 't M cM KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER i HOLDER ct-- N FIN. FLR. KITCHEN 0 0 tV OPT. REF. O 0 OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD —o Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. rz TOWEL BAR ON BATHROOM WALL _ SHWR. o 0 VALVES = o t° SOAP - to 0 00 o DISH �j r r I LO M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN M O i0 I I O^ n O MIRROR 0/ M U� OWNER'S BATH BATH 2 0 F- INTERIOR ELEVATIONS. 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED � CABINETS - � COUNTER TOP 0 HASE 0 00 `0 0 2x r }� — 1O o0 FRAMING T r M ==D 1 /2" GYP ce) BOARD — T FIN. FLR. 2x P.T. SHELVING - CABINETS - Tp O M N ►LE PLATE — ISLAND COUNTER III O CN N FIN. FLR. ], ILJ I j J, CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 a N O N 4 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. \ U Op O DI N N 1*0 <p O M N N C-")O W J w J a Z � C u- <�°m ° Qw. � O @ado 0 �00 Doi- 0 Z C'Q M Ci J O U W Q O U 1— J ❑�❑ M Q M z N O _ � O � O z o J M d N Ln M 0 LJ U. Vi y W p � a 0 V) �N W H C m m o � U m w � 8 _ zl�... U o (0 ¢ 0 m ® ® sm ti 1 w MN z U- Q E O E N �° ¢� z® ❑a U (D rz �O UO B O E a p ¢o o� a Z W N 0 ¢ W L C/3 U nm m 0 0, z ti >z Vl C r� z >' o.° LL a z m w K 0 k oz w i3 0� >° a z¢ N a o� 03 0 �M = > L � D cD > U 00 Q 7 2 C) m o E o i— 04 m C) = N r vi T O T LO U! 00 rn LO v m r T M o Z Z � E O N Cn M C: a0 0 a o JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. 2 12 5� HEEL '� 12 o 5 d' T.O.M. F4 HDR HGT. TEXTURED o CEMENTICIOUS ao FINISH ON C.M.U. (TYP.) ED 12 5� 2'-0" F.FL. — ---- ------- I -------------------- IT 14'-0" RIDGE VENT 12 Z�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS FD i------------ FRONT ELEVATION - Al 12 zz::::�5 SCALE: 1 /4"=1 r-0" 15'-0" RIDGE VENT LEFT ELEVATION - Al SCALE: 1 /4"=1 r-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT 6" FASCIA (TYP) TEXTURED _ CEMENTICIOUS 00 FINISH ON C.M.U. CD (TYP.) — — _ F.FL. 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 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. t�`,�1111llllllrrrrr CO �� '• ; ` No cyIV +`e A v C� did°;1 •°� �flll!l11►m� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F E OD Q 10 8 -, , O C N co, N V C' CD p LO J M N N N* o LL o IA CO O) a J # W LL [3 3 JL L a N LJL N C) Lu Cn (L uJ N � 0 mu d <Q rn0�oZ13- wd woo 1%W IL2E°'rn IL oa¢ mN p < 0 to Z N Q M Z V O J _ 0 < V ❑❑❑ W (D M r Z N O _ O p Z mom Z O Q Q v J M d N U M G ❑ �Q) V v% Y w a o. U � Ow Ln allw U Do a ~ 2 g z I _ a U ) °� o • w Cl) o Z J U_ E � <� Q o E: U Wo Z® ❑a N F_ �a xOQ ?Op ❑a Z O N Ira d z �o ¢ a Z �Z L (a V) C C ❑ 2 =< ❑ m g O O� Zr N N J wm � aw N . M w Q OLL 4 O � W c'> 0 �Q CD <H iWO IIIIIIIIIIII� 0 V oz ¢ a OU °M > d' r1r L m D O =3 Ln .� �Y U 00 LL r C: " > 0 a s C7 Cfl /1 m ^, 0 E o d- T (D Np = N_ t— �T T o M L O r LC) C) � r 00 °' to E CM o Z fd E O in Co a E U � Q p � JOB NO: 20-3573 SCALE : AS NOTED SHEEP NO. 3.1 3 v x rn c a> x Nn 0 J a M I N S Q .d. C to L0 r" 0 LO t 2 c N S C C, H a 0 a E r— fu E 0 v c N J y a3 2 0 VI 'o 0 U J N rL O 0 cD 0 0 d 0 N O [V u7 �v 0 Cn W C> 0 V) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS M Tnnn -- -Olt c a 12 5� 15'-0" RIDGE VENT 12 51 / �-- 12 �5 EXTENDED OVERHANG TO BE CENTERED ON DOOR 6-0" 3'-1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 T.O.M. T - HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED CEMENTICIOUS CEMENTICIOUS TEXTURED FINISH ON C.M.U. FINISH ON C.M.U. Z_0" (TYP.) (TYP.) — — — — — — — — — — — — — — - F.FL. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RIGHT ELEVATION - Al SCALE: 1/4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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 'i � • • ® 'r� ° r , 7H � O •lr Co aLLJ a r tea' a o C v a° afee C F ddlllll® To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N I- Q N cp cp ov 8 o N O O O Ci p) to (0 a) 0 w C N M0) a J W �� LL�a LLaL vi a CIO rn M S W U) amiL:5z a 13 F- m a) o W m O oC � m m W W IL cu � CL Z 0 yW on rnaN o o N Q m ZZ U 0 W n m N O loam Via Z _ W OO � z z R o � N to -- M z ° •U a 0 Cn N LU Cv E � � wa U °' m r— _Cu E �•`' Sw 0 () o C N iti o O w M m I o Z < CL E E o zo wz g >N ze c 0 o0 _ C O E (0wo a p 0 a Z C', <o � � • rp z 9 Y U "m m� O O E Z '¢Z (n N m a ° �Z gzQ a XF w0 r� J � C)0 �z w w � F� 9 > 0 O W ZR a s ou 'S �M > d' � ai c7 .>_ Lri U 00 1"^ Q o > p 0 ^ 1 op 0 r11- 0 E per\' i t0 C)04 V 2 N T— T LOCD LO m E -E CY o Z E Q a E U � Q p � JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. 3.2 1 2„ iv M 2„ N 00 CO 1- VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" _ iv 12' CAP 1" RADIUS 3 1/2" RADIUS 112" RADIUS 4 1'-5-4" 3/4" RADIUS Mla 1/2" RADIUS VARIES T M _a `t MIa rIN CAP �, Co 1" 1" 1" 1" 1'-4" 0 M _ 211,VARIES 12 1 1/2" RADIUS VARIES rT 4111 11 4„ MIt �Ta 3„ 41„ I - - r 00IN "N 3" •- 4" 4" 2„ VARIES 12 2' 2° C� 32' 11 32' 1" 1" 1" 2 1/2" RADIUS BASE - in r- iv BASE 4 , 1'-0" N ,2, "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING _ 1" 2a cD 1-1/2" THICK 1-1/2" THICK 0 cV 101, �M „ 241 Ala � 10" N ba r(0 (0 IN C't) 3„ 4 1„ 2 <V 2„ 4" 3„ 2„ 6„ N 2' w_ w = 1-1/2" THICK 32° 24„ r� 2'-4" 4„ 51 ' 1 -5" 52' 4" 1" 1,_4„ 3„ 12 r, 51„ 4 VARIES VARIES 211 w ��� 22„ VARIES VARIES 411 8„ s2 Q4' ____ ____ CV 1 _ CV 1 00 _ I _ Rco J2 �M 3„ Q,'� �D` �< 4 i 6" 4" 'I'— ' FV CV 4)Y43„co 2 KEYSTONE F11 0 _ OPTIONAL T 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 OPTIONAL 3„ 3'4 3 4 4" WINDOW OPENING 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIESraw 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14 1'-64" 14 12, 53,' 2'-1" 1'-12' 54' 00 1" _ � 3'-8" 4" 3'-0" 4" 10" 1' 4" 101, d. Q0 O - N 7„ � N - CV CN 1 0 5 o0 O ih M r- 1„ 2 GENERAL NOTES: M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 4 N O CV 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 Engineers signature and seal. W W Q pip O V 0 N N 3k O p ClJ Uj O -, M a Q Z 13 y S � U W y a uj 5 X r a>O_ Xm0 W ILW IL M 0 P­ 2E°'a' Jpa z a O9 N O N Q M Z O N V J d < U ❑ El W M � "g z z o Q J M a_ N a 0 C! (6 �r 1 Vi Y w a 0 Q n Q 0 V N r— � a wZD U m w 0 F— m E 8 o�..... =1�. _ ° U 0 ) t 14 c coz M ¢ zo is E 0 z O 0 � z y 2 4 N p o E U d' 00 0 '0 & N z '0 ¢o a �w CC j oY U Nm m0 O O� Z (n J a' Q W �z 0) N o z O g � U 3: LL <0 a �, W xK r- 00 �� ¢a Or a0 co aj d zIa 0 2M ,o = L m n1 W � :3 Y , N U 00 ILLS j r O e m o E N T t0 p �- .0 = (N r T T U-) 00 � a� E T c M o Z E Q `� a E U Q p c JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. INTERSY BON TERMINATIOIS NEC 14, 250.94 J 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to lights & outlets Dipper to 20 amp ckts copper to WH copper to Dryer t Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217, 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station cc alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13, All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFi GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH & THREE-WAY SWITCH �'4 FOUR-WAY SWITCH ,pR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUSTFAN ;QN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FE9 PUSH BUTTON SWITCH (OPTIONAL) FD 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 NI] ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT S.D C.M OWNER'S SW� ITE T 1 / / ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE / — i u=I PA LO �� j CAFE I / I I I I i I I ` FAMILY RM I G ROUGH -IN FOR OPT. CLG. FAN/ I LIGHT PRE -WIRE U.C. OUTLET I FOR DW I 1 U.C. OUTLET I I GFI I _ GFI C-- - - - - - - - - - GF F- -, - i a D.W. I L - - - J INK / DIS SPECSIPENDANT AS PER II w �I 111 III �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIii111111111111i1111 RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH BUILDER H. IRRIGATION VERIFY LOCATION GFI @ 44" A.F.F. W H ELECTRICAL PANEL O I I I I 2 CAR GARAGE I I GFI FOR 1 GAR. DOOh GFI I GFI @ 44" A.F.F. I I I _ I I 11 I 1 I I L------------ GFI @ 44" A.F.F. J11ENTRY I WP j - - - - - S.D. _ S.D. db C.M I OPT. REF- BEDROOM 2 �� / 1 S.D. FI \ BEDRVOOM 3� BEDROOM 4 G�I`� ROUGH -IN FOR OUGH-IN FOR �/ / < — — \ OPT. CLG. FAN/ I OPT. CLG. FAN/ / I � LIGHT PRE -WIRE LIGHT PRE -WIRE * ROUGH -IN FOR I OPT. CLG. FAN/ I / LIGHT PRE -WIRE I ` ELECTRICAL PLAN - ELEV-Al SCALE: %4'=1'-0" 0 N 0 N 0 CD 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v "rs OCN� Co N FA O #- -,, �IN(D C J _N 5 aLL uJW a aimii rri °'awe Z <'EL�, C) i to mmo W 2 E C' 0 d 3 IL -;9N 0 J Q o D 0 Z NQcoZ 0 < U U f— -J ❑❑❑ W v M z N O W � � N � � z Q M a o E3 _ M W � z a W 0 UL t6 V= Y w C t o a+ t/t �� wMill c E N N r— a � U °7 LL, E Uk _ 0 v' U o Q • em r_ �Z W M 2 u a E � � y L�z U g > o Q � Z © oa _ o o E �� a �o 0 o� aZ ,� �J Y U Nm m � o 0- "0 ZJ N v 7 <w U Q U O¢ ire �Z _0 w a w� 0� >° a V z¢ 0� �M 0 = > d' as 0 LO n/ v 00 C�� i' C V > O �1 0— 0 0 (D ^ 1 m W � I" E N r cu p o cu T CY) o Z Z E 0 m co a 0 0 _j -ao CD -1 JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. 4 �IWuiWlul���,�► . wlnl�u�Yl�lu�l■i�luul�l■I ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of 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. 11 D ROOF PLAN - ELEV-Al SCALE: %4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. I Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 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. e`��011lltl///j•ff O 0 <: 0. % � �•� CO "fitJ 11111 ltt1 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 Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to fly 4 �pp —• N 0 �k Q C7 I' C J OM N N C En N LL C i1i M ' LLI 7 -1 - u- -JLL a �) a �? ai m w vi �C)'i� aair Z-, CIL ZZ U) 0 cacao mm0 W us E rn a p a a) ..�+ Z C) N Q M Z U J Z �(3 ❑❑❑ W M c z N O 0 0 _ z � z J � d N Ln _ M a o -d 1 rI .0 W 2 0 o a N W � EcJ'1 U 0° w m I° s 0 i S Ili U o T c CD 4m, Q o / 14 O co � coZ M z o Z ¢ � ILL. E Z O > R W O Z oa �CU X O O¢ O 0 U 0< O N ro a o w Z. ¢ a Z W, d L (O W ❑ Y n� M O o W z-Z >Z J `z U3 N a� O ¢ U 0-, T y U tt 0 O iW-- 2 F J W _ � O O w ; } O �1 zla aX o 3 N E2 nL' CU LO U 00 I�. LL ( r O O V C.0 m O r c>3 O d- = r O if') Liz r Lo o� z r 00 rn LO ui E a Z E C c m d E 0 0 J Q CD J JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. 5 C c d NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 7' 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 65'-0" WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55'-101, 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON V-6" 5'-78" 6'-4$" 6'-0" 6' 0" 6'-0" 6'-0" 6'-0" S-2$' T-18" REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY T-O" U ' „� z U.N.O. _LU A p a S3 H.B. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ BUILDER TO (2) #5 REBAR PROVIDE VERTICALS w7inT FILLED CELL I::OAPPLIANCE PROTECTION 0'-01, I WHEN REQUIRED I I ■ I : PER FBC 35`-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. N� o SLAB FOR HERNANDO f' -r I K iv I J Cn COUNTY ONLY r I S3 ( ' S3 3-1/2" MIN 2500 PSI CONC I SLAB OVER 6 MIL VISQUEEN 2'-7a" 4'-g" 4'-10" VAPOR BARRIER EDGE OF SLAB 2" ■ • I CJ :: I :GJ : BEYOND WALL CJ I o IT — — — r? 5'-3" 1'-10" T-6" `~ T i 0CN r� (2) #5 REBAR VERTICALS w/ in I I — • .. ................. • PT. OPT. D -3 1/2" cn FILLED CELL 2'-6"x2'-6"X1'-O" FTG G I SLOPE W! 3 #5 E.W. _ _ _ (2) #5 REBAR _ ( ; 2'-6" x 2'-6" x 1'-0" AHLI I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A I `y / ( S3 CC S3 FILLED CELL I C? T S3 • .� CJ — �C'J .� .� .. .� rzy o :::::: - . ov �� 25'-10 28" / j'.:::: g'-512s' _ 4 4 i i 41 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. (2) #5 REBAR I INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM i i I i �j�' LO PROVIDE %2' x 9" m RECESS FOR FRT. POOR SLOPE I S3 (.0 in VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB / HVAC CHASE TOP OF CONC./ PAVER T BE 4" 4'-0" 4'-4" 4'-6" FILLED CELL TYP ALL PLACES SHOWN @ BASED ON (� 0'-0" BELOW FIN. FLR. . ■ .... " "■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I LOCATION I • •...:::::::::::::::::::::::::::::: W/ 25" EXT. ABOVE SLAB "GRADE 40 i i ..: .. . : ISTEEL" ��� -------------� :12'-10" 4'-0" I i 16'-10" o 1 „ 10'-10- d. STEPS AS I RECESS i i / I .' . PROVIDE 1 �" � � REQUIRED PER FIELD FOR SGD. REFER TO MASON'S SLOPE FOR KITCHEN ISLAND OPT. ..' ..""""""" 4 CONDITIONS ■ WIDTH �ii/CJ r --_ ---- — CJ REF. :: J—td CJ • CJ—I ■ — — — — — — II — — — — --- —I F --=---- —1 —___-- —=__ j CHASE TO IS D :: ° i I TYP 1 STORY U.N.O. - o D.W. Ilit A N OP I S3 _ SINK / DISP } i Cl) if I 16'-0" 2--��� 6'-10" ..... :: :: I � 0 -0 ■ } - :: M _9 L_---------.�--- -- -�- --- ------ --------I-- -- - - l#_--75 ------J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 4■ ■ ■ ■ ■ H.B� 5'-4" �. 1 �-958" I- 3'_28,, L 5'-0" TYP @ 1 STORY U.N.O. A S3 2'-1064' 1_ 5'-1 FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS ,�� ; ..•' "�_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER �',;' ,;•'�;; ;; ;' BAR ONE FOR EA. ILA HORIZ. REBAR, TYP. U.N.O. •, *"Alternate: _ The reinf. bars shall be Gr+; •�: ;Y,;.'G;;,: �r cont. around corner by cold ,,•'�;:, bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ,e P ........�+10, o O v� Aco 0 ,. ,.• e' 0FE� �t 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. WE jo 00 N (9 o�p ik O p rT (0N O O N ~ N N u;u as w mrna u- LL LPL d Q6(`) Z N Z S W W > 0'ii SZ a aw'm a0)mt 0 o o m Z. m O Z. 9 is o r- c_° oo W W IL LL Emrn ¢0a o Z °'roNo ix 0S2 N Q o M z U 0 WOv J ❑❑❑ M /11 M c- z N MO _ z g J M d N _ M t" z o �N .0 a 0 o Q W E ws U CO w m U o 0 a o o C J w 2, Z J IL c6 E n. E E zo �o wLL ' }o 'da ?® oa U c <0 U0 X U 2a > ° O< O E ON i az wo <o r z a w (� U hm m� ° 0 ''<w Cn ono U a. �� a 'rj K 0 gw 2 k a� z O >° o3 w ¢ a v 0< ° .N M >CU ^L1 W c� �— o Ln M � 00 Q Y 2 O O m o .� o ECN d. r c`a o r N T— o LID Ln T 00 v E a c r M o z m z � E O �; a- C) Q p JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. 6 3 Q N N v x .LO 02 0 J p^ LO I N rr r Z C v 00 O J M L0 0 L C N -O H Q O O d E ayi E O ID LC 0 U i U N O 51 a. O O LZ N 0 In 0 0 o.- N O CV LO 0 on W 0 m 0 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 112" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8"ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 518" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 1 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MT820 990 1 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 1 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 1 535 1 10-10d SPT22 735 8-10d SP2 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10.17-19 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B 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 1 OR 2 PLY CARRIER (A) 12 x CONT LEDGER STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 6.0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1 r-Orr 10 r � • � \ % a O fp R ��#�� 11011E►+,03��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. W W F co E ONc0 r-- Q O_ V O O O O) Co N_ 4k Ci Cam') N N C M CV LL n 0 Will d cV) O> .Cn -r 3k W BEN a o Z z LJi uj c) S W mLL 52 11a L -rah 0Wzo ro W O W O O W'Ft0r- m W 4 2 E T ¢ o 9 Z 'It QrNiz V 0 � MLL . . < O Z v ❑El0 W Z N 0 0 ¢N z o J M [Z O CJ V1 c w Q n U � O,,: �N t~ o � y o q0i � o> W C I--- N E 8 , = O y U O N Y (ti CDN Q v 0 O CO tt w C*, M w ¢ o z J � E zo >S z Q U wo z ¢o ?® ❑ a u0 cca CIL X J �< Q O o� O E N o �0 ¢ az �� L r0 _ C O z ¢ " m O z, z Cn Zz 0 J Q SS O < U a Ow wLL oz O < =3 y0z V °z¢ b a3 0 CM = > d' rr L � m � Al W m `J 9. rr p � /�LO/� W �\ C O O 0 m CO cc 04 Liz r E T M ° Z Z ° E Q v to a E U 0 d p c a) JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. 7 -v x N -v . LO DD O J o � M I 0 rn a a40 v to 0 n M I 0 c a> Q N 0 v E 1.2 0 L v c J y N Ei U E U i U 0 'c O J LZ N �d coo 0 0CL GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i 81`441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID * _ elf o �Lu ' J U #5 13AR CONT. 8F12-1B/1T O 'Y LINTEL DETAIL SCALE = N.T.S. fpE I F F€ EI F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J w Q F 16- B/ 1 T H J 6 6 Z iD tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS cTi precast is tels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR Ajr .(1)RE TTOP ALTERNATE POWERS MIN. (1) REQ'D CLEAR STEEL LINTEL d O n 4 .M.U. #5 REBAR AT TOP n° n MIN. (1)REQ'D ° Q 1-1/2" CLEAR ° ° n nG GROUT D D ° J a L h Co Q m ° 4 C.M.I ' 5 REBAR AT = m w - a ° BOTTOM OF I'- to w w w O C6 o LINTEL CAVITY r~» , / \� -BOTTOM Ld0FLU `_n1 REINFORCING 4 ¢ 0 '- 7-5/8"ACTUAL PROVIDED IN LINTEL Z o W ¢ C7 D D �, do #5 REBAR AT E AS INDICATED ' NOMINAL WIDTH (VARIES) r~n U a <1 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. & 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 cementifiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" 10 fi^o r t 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 Engineers signature and seal. 9) W F E aN E m w� O O O C. - N O J M N 04 W W a -� =LL LL D a C13-0 'N M W l/7 all: °'Lu Lu 0 �_ a; o m m O WIL a3 O r- O m o °- Z ILW 0) 0 J NQMZ '2 O E5 U a W I- J v ❑❑❑ Mp Z (V O _ °D m Z o Q v J ch d N U) cif C) m z o CZ � U LL �_-d v Vi Y w a 0 - 0 Q) V)C w �- ` o tl" U 00 m w � r- 0 u o Cl) u Q rn 0 ®Q • \m r_ cco W M z o z ca E �O of a� 441C SZ l7 V z z® ❑a CO - gO XU OF U O =OU 0� O E N z wo 0 az rw W (a C Z y Nm O O LL z' ¢w o W Q o< LL it g �0 a N F �Z H �w =3 S� o w� ao a V z¢ 03 a M = > d' L � m m co .> U 00 LL C CYj O o I, m O �J r = N O� ■� TT VJ LO i '^0 M W r M o z o a E U � Q p J JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. 8 C" 'v Q d > d -v v .Lo _^ M I x rr Q c m LCJ v 2 C) J to N rn Q 0 0 v E ayi E 0 x v c c J N r 0 U 0 0 UI 0 i a c 0 v 0 t7 N N v 0 0 a N O N L0 w m v v Ln NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308,4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. 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 5AND 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. LAZING IN SECTION R 308.4.2 ITEM IN WALL PERPENDICULAR T THE PLANE G 3, S 0 LA E OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3; WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1, 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1, 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5, PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th 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 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 A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TiMES 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", 94 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 �„ GROUT FILLED MASONRY: �„ 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4,8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri ation/sprinklers stems 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., be made forms. Permanent forms be shall with permanent metal or plastic must 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 applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed control company before a certificate be issued, pest of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES, NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 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 %", 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. s 0A� ....... M •« ` {� CLIV 1 0� a 0 l' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal.. NU Q -• N ik O 0 MLU 5 LL LL a a Z (n (n M W N m� ° d K C: co .2o_ OM O 0° Ww m C CN m E0)rn ¢�aa.. Z (N Q M Z Q 0� ULL a Z r- � OU ❑❑❑ W z N O 0 0 0 " z Q J O 2 N z o v � Cn Y O- U O LIJ C o O F- U CO 0 8 wigw =I U o N 0,:`� m mid ti o � J w M z o Z z LL E zo wE z >o Z® oa cu U ¢o Ua CL XU &� 0° 0 °� o It¢� �o o� ° w a?CN () C Y mo °z 'a` >z C J a 8 gz Q U 3 8�° <. ao U -Z r� o H }o C.0 zla a ORE. E2 > d' L rn m �11 W ro 0 .� LO U 00 j T i� Q C U 2 O r1 0 a) Co I� O E O T� a O ■� O On 00 � T E w TT M ii o Z Z E O N a E 0 _j ¢ o C: JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX co PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4"O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0,012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++ + 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 1-118" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL U) w FE CONT. #5 > STD. 90° BAR HOOK STD. 900 HOOK BOND BEAM I, SIMPSON MGT w/(22)10d NAILS TYP. �GIRDERTRUSS CONT. #5 BAR 2X TOP PLATE 5/8" � #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. 2" m } Small gap 2" min. ax. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2"min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than unnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate Ic 1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G 0 O 0 5'-0" Q - c� STUB -OUT FOR 1'-0" o GAS METER 0 o CV -' _ • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) _ _J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking LJse 3" (10d) nails at 6" o-c. �i/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical.load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or -t7 beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. -- 6 A 1 Z' ROUND HOLE MAY 6 :7=ROUND DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN 1Y2" THE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" 8 V-0'` V-1" 1'-2" 1 2" V-3" 1'-3" 1'-7" V-1'i" 2'-4„ 2'-9. 3._2„ S-7- -� Any 16" joist m� 12 1'-0" 1'-1 1'-2" 1-2" V-3" V-9" 2'-4" 2'-11" 3-7" 4°-2" 4`-9" 5'-4" Span (ft) 16 1`-Q" 1'-1" 1'-2" V-2" 1'-7" 2'-5" 3°-2° 3°-10" 4"-9" 5'_7" 6'-4" 7'-2' 20 1'-0" 1'-1" 1'-2" 1'-2" 2' 0" 3'-0 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" - ------------ 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-7' 4'-9" 5'-10" 7'-2" 8'-4" 9-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES, HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI 5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BC] 6000s® BCI 6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 3-16d 3-16d r��7/811 4" 5-16d 5-16d 16" 6-16d 6-16d 1.0 SIMPSC w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I I ICI I II II I I I I —I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ° e SEE PLAN FOR °• ° • FOUNDATION INFO ° a' G STEM FOUNDATION \ 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements F0.6 X Joist o depth of I -JOISTS BUCKETS N.T.S. GRADE a• REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF e O SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION d" v d I , MOM%a . a 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE / —PLUMBING LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE ° ne G ♦��,EflllIft," ♦s �• e ( , Cli attLtk�i, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. j \ co 0 0 N_ (p ib C-,J O O o O7 cD CO O N # 0 LL 0 y J m m 1 - D Cto Q Z U)C-,)w vi ai i� ° air W o c� �co inmO W 2 E°'am ¢ 0 a IL Z � N 9 O K 0 L7 Cq U � Z �U ❑❑❑ W (D M C, z o O O z � (D z —J M d N U) M C� CU r � V w n � O V V ° w �- ' (Z U m w E2 E2E o t z _/` M V 0N f2f U) 0 —® 0 ¢ m �m w M o o z a U_ � ca n p zo 0o wz yo zo aN za CU V 00 @ _ O N 'o XU a F o a O az IT o ¢ L Cl) Cy ❑ U y m o OLL Z J 2 �m Q W a) 4) ag go fl- � 2a LL z N W � �0 aLL = r- - =� >° o C wa 5< aF 03 M > d' oz, L rn m n, W m \J L•1 i ■ n/ O 00 a) QLL C ' O O Q) `° o E o d- r co o = N T LO LO 0) LO T > T co o Z M z E O iri m a E U 6i 'ap JOB NO : 20-3573 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR l PLAN �/J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. I (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 3 1/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE E n CV (1) LAYER TYPE I1(#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1 A r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) 41- WWF OR FIBERMESH `o PITCH > 4:12 V° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -1 I I=I I -III -=I m a I I-III=I I=1 I I= Q FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. .III III -I I 1=1!_I.=1 111=i I III -I HURRICANE ANCHOR @EACH 8'-I�I�III ill�Il� IIII�IIi,III-1" TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G /_ JEDGE AILING SCHEDULE ON SHT. SEE TYP. WALL SECTION N1 SCALE:3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB -INFORMATION. LUMINUM DRIP 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" ALUMINUM FASCIA 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING %12'N.0. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �r _eF -�r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTHTW/,,­-�1) SS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS CKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GA A.) (OR 5/° GYP. TYPE OH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROUPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ NECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATED BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/"x S.P.F, (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS.N.O. SHEATHING REQ'D, FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. 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 AJAND INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATIO 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH ELEV. -0'-31z 31l2"MIN. 31/2"MIN.-�_ A.F.F. _ b 1=1 I�I IT I'31/2"(min.)- 4" b I I-1 1=�11='31/2"(min.)- 4" CD 00C\I° -I -III-I T' - _-m-rSi=n - o ° - I -I I 1=1 IT- 31 /2"(min.)- 4" III -I l lI I =1 I 1 III=III- 31 /2"(min.) - 4" 7111=1 I - =1 I I I I I-1 11- _ _ _-_III _ -II1-1 1-11'- -1 I I, I I I- I I I -III -III -III 111-1 I Il I I' ' -I I r 1 rz111=III=III=II I I I=1L, I' (2) #5 CONT. 4" 1'4" 8" (2) #5 CONT. U.N.O. MIN, U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL aC� STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 M EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS 1 " @ 6 0/C INSULATION PER FBC AND ENERGY \ M\N��ooS �coN��N (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` NOTE: FOR WALL HGT. <_ 8'-6". (2) ROWS 16" KNOCKOUT 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS ( ) APPLICATION SEE SECTION C/S3 FOR Zx BLOCKING'- 3rd PTS FOR BLOCK W/ 1#5 CONT. BLOC WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 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. 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT „° " r� � � � ° " 5/8 x 10 J BOLT @ 24 0/C W/ 2' X 3/16 PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. � K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S' MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - // ARCHITECTURAL FINISH w/ (10)10d NAILS TYP. 2x P.T. PLATE ASSUMED FINISHED FIBERMESH c WEEP SCREED INSTALLED PER MFR INSTRUCTIONS BAR #3 OR #4 REINFORCING BAR GRADE 40 MIN F = 40ksi � W o Uj 2 x j END OF 2" x PLATE c WWF OR FIBERMESH cw - p r ° 1x2 PT WD FURRING @ 24" O.C. GRADE `, d- ° �_ ° z_ #3 & #4 LAP SPLICE y =1 I1==1 I1=1I I m D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 0- = p r 1 #5 VERT. IN FILL z M - - - c 25" MIN. LAP [30"MIN. LAP] Q III=1 I 11-riLli, I I 1=1 I I -III= CD 1/2" GYPSUM WALLBOARD O MONO OR STEMWALL ° r� = 1-1 I I -III I I=� , • •CELLS (SEE FOOTING MONO SHOWN o I T-I I I _ - W '- ° U.N.O. o D p o ° W `-III-1 li 111- FOUNDATION PLAN FOR CLARITY ° _ __ 6 MIL VAPOR BARRIER - ° I 01911ElmIII= R 1 7/8„ �'=111-'' `'1 I I 11=1I �, #5 REINFORCING BAR -III .III=1 �=(I 1=III IT_I=1 I 111- FOR LOCATIONS) p ° =III=III=III=III-III 1x4 P.T. BASE NAILER ° III=III=I I =I I I -I I I=1 1= z III P : I I-iF-TIT 1 I �-i! (' r #5 LAP SPLICE (2) #5 CONT. -� I I-III=III, , , I -111, 4"x4" INSPECTION D p° I=III-III-III-III=III=) 1 • I ON 3" CHAIRS NOTE: a I I i-I I I I I I =1 I I -I I I- N 36"MIN. LAP [36"MIN. LAP] $" 1'_4" 8" 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL - -I r COMP. SOIL. (COMPACTED TO -I _ (TYP.) FILLED CELL TYPICAL = I - I 95% MODIFIED PROCTOR ASTM = _ - _ __= I I i t 1 1 1 III �T I I I =1_TI--I I- I IT1 TI I ia' W/ UPLIFT ONLY _ _ MIN. 250o PSI CONC. SLAB , AT GARAGE CONTRACTOR III=III=III-III=III=1 i 1=III=III=III=III=III=1 1=1 I-III-III=1 D1557) I I_f , Il i I I„T71I I IW_I-1T��Ti MIN PSI MAY VARY PER =1 I-III=III=III-I I I 1 -I I --I I -I I -I I- I 1-I I -III 1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -i -I 1=ITI-III„i i ; l I1=„II; „III-III=I #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE WALL W/UPLIFT CONCRETE SLABW/6X6 a NorE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F rG W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL .0 - I Z SLAB INFORMATION. SLAB INFORMATION. E00 Cl)=111 6 x 6 W1.4 x W1.4 6 MIL VAPOR I o D+ �- _ = z min/) 4"--, WWF OR FIBERMESH BARRIER I , D 4 III ° -II ' • 111= N _ ° . ° GRADE COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR I I I TI=ITI=I I I I ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. ON (1 STORY) STD. 90 HOOK SEE U.N.O.CHAIRS TYP. 4„ V-8" (2 STORY) UODETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" Q3,) OPT: DEPRESS SLAB 512" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" O.H.D. PAVERS--[�RECESS It z II rM 2 'T : ,III-Tl f 111 . r ,• . v .• �a - TI (-111- �I 'T -I 4 - T °O i� I i I � �•a• ''•� �.�� • III-� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'4" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. III III -III -I #5 REBAR w/ OPT. I[=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND _ 13" O.H.D. RECESS E a Q ' Y� M "' '-III-I � � .1�, ti1� � • "- III-TI ��• I I I=11-I 1=I 1 11111= �1111I 1 '�.� II III SEE A/S3 OR J/S6 J +! + I (1 I 11 II III III FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE:3l4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6x 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 �"' AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR x x &LAYOUT DESIGN • ' TOP OF BEAM - _ SEEROOF PLAN - - ° ° A (2) HTS20 -�FOR STRUCTURAL d I T�I-=r111 . " E BEAM SIZE & I� I 111 I I CONNECTION INFO M I P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2% 1/2" FROM SLAB CONT. BEAD SEALANT - Q INTERIOR `< -3 1/2" a a. .. •A A y' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 1804 MIN. TENSION 120#) CONCRETE SLAB C M 6 MIL VAPOR BARRIER LI- ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE` 3/4"=V-0" S3 I f 2x4 #2 SYP P.T. FRAMING w/ =III III=) I=T ,� �-fi ' `T MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 m �+ 81, ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w x > SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. J oUj w ABU66 SLAB STEP & RECESS S.G.D. rM � SCALE: 314"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS S TO FOUNDATION PAD _ _ INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 z GRADE a E M FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 i.1 SIZE AND REINFORCEMENT) C7LU III III =1 = a a• =I =I I T WWF OR FIBERMESH '- M z w = a w I -I I=I w III -III -ICI_ ' BRICK PAVERS or SLAB PER p o 1:- -I • r °• Z • "�¢ ° �COMMUNITYSPECS ILL - - ---- - 0-0 FIN. FLR. o000vC r , .�•, oo����oo.� rrir � I I -I -1 I I -III -III -III I I -III -III --FOOTING � III III III-III-III=1 I III III -III - I,; �iIITiIS =III -III BEYOND PAD REINFORCEMENT-]3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 F ��`tteee;sitttt, 0 .`. �.a eon errro To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W aAft�F ® W 00 aS 00 N cD03 _ � O O O m (p N 4k Wco 0 p N C N J LL a) 0) J f W �% J LL N LL � d Q �Amok j C, W rn a; a s Lou: z a,p 0WF- o m m 0 0 m o ram'. % co W 2E91rn o9 � N Q M z 6 OIL a z F ° 0 ❑❑❑ W N O _ z o� <c eJ M N U) M �N ` V V' 0 LU ® U Q -� O V � � LU F o N o r- � m d w w r- m E o S c) O N 0 "' < 0 S m r.- C:) w co o z Q 04 LL_ Q E E ® � �_ Z® ❑d N ¢o ww " aomo in C - _ o of z a' z o U) 7 sa 0000 � a Nti U 0 O ._ 7 a O vto I ° 0 M = OC L iu °' m n' W � Lf? .>_ r( U 00 1�. ; 0 C L) 2 O � C7 CO m C E p = N r ,^ E c T- cr) o z z O 2 m E n U _j Q 0 JOB NO: 20-3573 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 DOUBLE 2x TOP PLATE —i VARIES ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINTw/(3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WA L 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 L DER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER PER PLAN !x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/CI N\ EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUDV� 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CE OF BLOCK WALL IS 2 1/4" TO DRAIN 4 EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. 14 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. 54 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 4 a n a 4 a a a a a 4 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 0 NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 112"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J Q r W > 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. 4 8 a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF piNpo� 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET FOP a iARAGE OOR 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 (1) (2) 1 (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 INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS B BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR c SIMPSON HTT4 TYP. OA U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMF SON SP2 w/ (12)10d I/ NAILIS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 2X4 PT STUDS @ 16" O.C. rIBLOCKING (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD, 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED //-10d @ 8' 0/C ATTACH ALL f EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 2X P.T. PLATE SIMPSON SP4 —, o \-NAILED INTO > TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECES/ SIMPSON SP4 SIMPSON SP4 INTELS SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END W U Q 2x TOP PLATE \:2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF.INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ 00)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 2112" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 wl (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T,R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE: I` SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING I 1 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. 6 C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 4 d 2X8 P.T. BOTTOM - PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 E '� a'17) :) e t i 0•FV__- 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. 1- AMAlk Q U N # O Wtli 000 0)U M N N J -yp u- W u_ N LL a a Z 6M W N j r' ii ° a LU <��, o 0 ro.2o m 0 m W'ia o,� m 2 Earn o a Z LLW rn B N o Ix 0 NQmzz U 00 W Ov ❑❑❑ z Q v J aC, � M o C3 1 ' T Y LU o (,,0 W C�, a Lo � � o U 00 W m T g z ! U o U) 0 ®0 c � m �m o J w M z o Z z 2 J E �o �O zo QN 14 SZ E OU z z® oa N - �o XU 00 AV 96 C O E C5 N f0 aI ¢o °, az W. ro C <o m� 0 zF -� �m ¢ >Z z fq W ° d o a z NF W U 0 r o az =, 3 �- <o C:)0 v za d °3 r_M 0 _ E d. L � W � Li? .! v 00 LL L� r U � o O 0 (0 I" W m o E o qt r -� cc o O T p LO ai00 M o m z E O B `m ca a U Q 0 JOB NO : 20-3573 SCALE : AS NOTED SHEET NO. S4 3 v a m •U'j 2 0 J aP�n M I N 47 LO 0 J f'7 M I 0 i 3 1O' Q N N 0 a E FR d E 0 v C c J N N 0 0 vl Cl- y .o i H 0 v 0 a� r7 N 0 ca 0 0 f1 N O N v 0 w m 0 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () Od x NAILING SCHEDULE FOR 10d x 1 12" AT EA. SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 Od x 1 1 " A 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKERAND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL OR SHEATHING DETAIL KING FOR BLOC FIRST FOUR ROWS OF 45° ± 24 MAX' TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL RIDGE FASTENED AT @ "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8 -0 0/C. EXTEND AT LEAST 90% OF ; MAX. & (2)1Od 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 H2.5Aw/ (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 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL �� � NOTCH L BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT 6'-O" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN, 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" '� EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2) 16d NAILS SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 1Od & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2"' 1 Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T,S. S5 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR T " T x NOTES AND NAILING TOP CORD X-BRACING, AND TOP r N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING 00 °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION `� OF TRUSSES @ 1 12 2"x4" CROSS BRACE 24" MAX. EDGES OF - WOOD TRUSSES 60 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT 1" BRACE TO EXTEND -2x4 RAT RUN BRACING 1 1 2 1 1 2 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O,C. ON TOP OF 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED 2 ( ) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2' x4 LAMINATIONS W/ (1) ROW (3) 2" x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 1Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION kSONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ICHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. NCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARIG LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING rD ) ISEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8� SECTION r 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT �— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. CG 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT TOENAIL- W/ (2)16d NAILS 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 5 S5 GABLE END BRACING DETAIL CONT. BEARING ALTERNATE NON -DROP GABLE END DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. 55 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \— MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C 0 z w • SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE � AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. a — ----o — — — UJI 0 o � 0 W o W o 9 0 C�LU Q o T � o o T O i X Q w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" 010" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4'x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"XT SDS SCREWS TO PLATES (TYP.) i-GABLE TRUSS '--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. � CORNER JACK CO Y 2 Q tY W z IY 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS ME LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-O" 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)1Od 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 r' '„eeeeease «a" •'CMG •a^ O CD A 'W a 1 g To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 F Q E _ my pppp 0 0 U N N# 5 0 0 M N N a,(0 ' a 11 c M m� SZ a a � �i �o Roo m W ,.�_ C N E�_rn Z v N �o 4 A Q M z O Cn Z U I— J U ❑❑❑ W N � � QNQ z O Q Q � 0- N r CJ Z U C O V Uj Y W O Q) O V) �N E = y o UWA � � U w � U o N • rw �' d ® Q 0 �m w M Cl) z o z z J i? E o E nc z LLO g o z0 oa U OU fa X. 0< 0 OU S� O o a z ¢0 Qam� a Z �W ra 2 z U y O Z ' Cnr 2 10 Q W N ---1 N m .w �z T Q OO ¢ dU N 6 ao� F r� z 0 }o O d a .55 �M 0 = fr_ L a; m m .> LO v 00 u_ (D T' ��• 0 p -�° W OCD E VV T— c0 0 = CV r T LO r 00 a) rn m T T o Z Z :3 E Q N m a E U J Q 0 J JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. S5 W Lo 0 J e M M Q rn v LO 2 0 rO M CD 0 -o i a Q i d E H y E 0 31 J CD CD I= L U v U .o i a 0 0 0 J l N O 0 0 0 a- 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER --_� TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION Mom` $ DO NOT DO THIS2 x BOT. PLATE W/ 2 10d 6" O.C. ()@ATTACHED tlx441/2" APPROVAL FOR CONN. APPROVAL FOR CONN. x4 X 4 ` ( ) ' #5 REBAR TYP,ix4 3/4" PLYWOOD DECKING GLUED WALL SHEATHING TO P.T. FURRING 3/16 X 3 LONG � FURRING LONG X 3/16"�FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 #5 REBAR � 6" O.CEAND I DGES AN 1LED W/ 8d 0MOMONF@LD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16 O.C. & 4 2X8 STAGGERED @ 16" (TYP )3-1/4" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL � PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 51 U. 90° HOOK (TYP.) STD. ` d 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND 8) 1x4 P.T. & 1x8 P.T. STAGGERED 12" O.C. @ FILL SOLID ( BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. , sum WEB W "2" DOOR JAMB (REFER 16" 1x4 P.T. METAL SEAT PLATE TO PRODUCT OM DOOR JAMB (REFER 112" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1x4DE�/ lvo/a 7/' LAP SHEATHING NOTE: O W/ MIN DOOR JAMB (REFERDE OTTOM o BAND 6EAH TO PRODUCT ST. APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16 ` JOIST TYPICAL x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN.(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 .. TAPCON 16" O.C. & FURRING @ END w/ MIN. 2"EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ M I ' +2„ NOTC @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2" SIDS SCREWS ..Q'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.c. 3-1 /4" DETAIL NOTCH WEB AT THE ' .�. Jrn FIRST 2 COURSES ` TITEN INTO K.O. BLOCK L BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK so 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 v 2'-0" 8° 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS d 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION .. ` 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 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) BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS (4) 10d NAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAIL . . ovERHAN ,a CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINTO ARCHDBLKG. PER W. SCREW ANCHOR\_2 ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'Y2" WOOD ) () * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ O� x TO TRUSS FR TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + �RNG „ „ � '� 5 -� SCALE: N.T.S. SS 12 Ty PLYWOOD SHEATHING + JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + 0jLfINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 3 1/4" TAPCON (1 1/4' MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > '`� nEMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° > n: /4 MAX 2,�„ 8 TRUSS + SOFFIT + ° . Io . o: . > #5 BAR P BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + p, 10" . ° 4 CENTERED W/ sa° K e 1 X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 8d NAILS 2X4 SYP . ®� EACH TRUSS .' � IN TOP n ° ' q p KNOCKOUT / N •' — CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ s s CONNECTOR �® — p• MONO FOOTING (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUTOUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 - Ev CLEAN FILL :> 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT A. DIRT Z TO BE INSTALLEDJBUILT UP PLWD, BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL eC) ° . �, SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ffTANDARD #5 BAR IN ° HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED W/ 2 #6 X 4Y2" WOOD ) O FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAID. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") INSTALL WDW, SCREW-----"-'THRU BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" " , , • , , OSB INTO 2 x 8 O.C. , `' •" `' •' ° `� ` `' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL B-B K SECTION @ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT, OCCURS 5/8" DIA. ALL THREAD ROD "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON t 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'_p EPDXY MIN. 6" EMBEDMENT & U g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3"MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP , p v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o gyp' P w A REINFORCING AS FOLLOWS: I� —1—� �1=1 — U)= LL * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT � —-1TI- I-- � *�� PAN E R PRESS EL R INFO CING INTO PLACE. I—� I I- i_1Tf- v Z _ #5x6 EMBEDDED INTO * 6 MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL 0 G III ,I'�I7"'jI—"jI�I _ a _ LO EXISTING FOOTING 2 #5x6 IN CONC. () - SMOOTH. DO NO FURROW. — I11 II � N FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT a — GRADE ,, „ RILL 3/4 MIN. D x5 M N HOLE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP P. p —� � . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CN Q � REMAIN FREE OF MORTAR, NOTE: co z_ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T • P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ` "0 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 FROM LOWERCOT BLOCKS OIDSYWBITrH/MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 SOLID24 16" MIN. COVER EA. WAY A SECTION I) AED RES SANDL PPOINT (APPROX. INH T EE EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1-0 „- SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK, osae�y��yia w. s :.-j o 0, ¢ f O:� :Y f 0,��e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F QO m o W OD V N (O W O p O 0) O N *t ui # 0 M a -i aA W C"' " LL -A a �LLN a zz �maau Z -co C/) o mmo W 'm 0m M 2 Ecrn o �a Z ILILW _, O 11 00 0 ' N Q m z V O J Z U ❑❑❑ W z M z N O � O N z � � Q J M � O E3 Ln z CD � --) 2 V Ul Y w 4 O to N � w Cw E 0 o Ues U m m w � _ c o g ji� f2, `� Q o • ® 0 CD M W C7 w S 0 z g U_ E 0 E w' N z0 co o0 — E O K O a� z � O 0 OQ az N 2 L ¢o ¢ 0 ¢W m 2t rp CO C - C Z 0r �o O 0, J rz itW �, CO U' a ° � z o� d �w0 w9 �0 � o w w >° ct z ¢ a M � M � L � 0 � 0 .! LC) N U 00 0 r QLLL C U o CO 0 Fes- W o r 6- N = N T T LO LO 00 r- LO T CV) ° Z ca Z � E O ri N 2 `m d E U _j Q p JOB NO: 20-3573 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 CONY. FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAYBE NAILED w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� —/—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE _� . ` /1 �RVA •• • 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) 00 G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 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. lllli�VARIES SEE PLAN FOR WALL LOCATION — MIN. 2X4 #2 SPF STUDS @ �jl 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW 1i TOP OF WALL o 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( SCALE:NTS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM aC� RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO FLOOR PLAN FOR --COLUMN COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE DON M SCHEDULE/PLAN A CONNECTION INFO OPTION B — COMMON BM. TO POST ATTACHMENT r SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER 4 SEE FOUNDATION PLAN FOR MORE INFO 5" XX 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 a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"= V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM L.SEE PLAN L. FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C 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 ' (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� 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 aC) ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL EACH TRUSS TO NAILER W/ (3) 10d 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2"X4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 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 orrrrr►rro`ofo ,,,`,��� °ee+io°`. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4 8,r v U N N# OO N N m- LL M � N J � 0 0 .+ �U_ LL a U) LL a �rnLL as L Z -0comt 010 .2 o m m 0 {{I W m o � 2 ET� a a z N Q co z V 0 z J 0000 IN 93 z N O mg z z o d _I M a co M z o aJ �N LL — U w n 0 � Q O ° w � C` o Rig w rn z 0 U o , U) -® Q m em r, W Cn J z z Q E z o w o z ¢ o z® o a N U0 t— _ XU U ¢ Do 0 O CDC CD C CV O p wo o aZ �w y m o O� z N N —� m a <o< Q W Z V3 Cn 3 z ao z a I _& Nz ..� o w" ao co co zla a 2 ° 3 0 M = a� ^L1 W � > L,1 i ■ x U 00 L� a) T Q o 'o O cc d' .� 1:04 LO r LC) r- Z1 r M o z z O v a v -1 Q o JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. D 1 3 S Q Q) 00 0 M rn a) 0 LO 00 a J L0 M 0 i ¢ O N E a) O 2 a v as V O v 0 i a c 0 0 0 W LZ N N -d 0 Ci N 0 LO 0 0 W m 0 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURErq� BARRIER ---�� WEATHER DOOR ROUGH OPENING SLOPE FRESISITIVE BARRIER 0.3 in: 12.0 In wooD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include (0.6 cm: 30) .5 cm flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering OW (ASSEMBLED WIND) WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND IS described as a material or Of materials applied on the exterior side of exterior walls for the purpose of providing aweather-resistive OR EQUAL WEATHER PROOF CAULKING EXTERIOR Y pp p p p 9 2 a CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and 2 WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. z' RESISITIVE ' BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH UNDER DECKING suBFLooR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complyingwith ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL WP07) � � �L4 Y P YP approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRUXTIONS: 152 mm The felt or other approved material shall be continuous to the to p g appendages 1. Cut, fold up & temporarily secure weather resistive RIM JOIST ( ) pp p of walls and terminated at penetrations and building a enda es in a barrier above header to allow for flashing manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier 1 1 R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a BE USED. 3. Fold weather resistive barrier back over head 2 water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be flashing and seal with tape 2 O installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) Scale:. NTS intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW 1 EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco b an intervening, substantial) nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER P p P Y 91 Y 9 Y 9 drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR.SELF-ADHERED ASPHALT ADHESIVE NEEDED IN CORNERS ADHESIVE -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPl)1) p ) g REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL ° O RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface COMPATIBILITY YP pp � 9 p Y g SELF -ADHERED FLASHING ° ° � SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: ° ro EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish BOTTOM OF or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall THRESHOLD (D ^ comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: SECTION -A (SEE DETAIL WP02) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent z � y drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. SELF -ADHERED FLASHING 51.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE 4 1.3. In accordance with other approved methods. 2 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMADMA 400. DO NOT FLASH OVER SEAL TOPS OF JOISTS 1 6 /W 2. At the intersection of chimneys or other mason construction with frame or stucco walls, With projecting lips on both sides under stucco BOTTOM NAILING UNDER DECKING Y masonry P ) g p FLANGE 8 (SEE DETAIL WP07) 2 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ 4. Continuously above all projecting wood trim. HALF ROUND WINDOW I EXTERIOR DOOR WITH DECK I INSIDE CORNER ' • 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections: \ t / �Ground 7 7. At built-in gutters. Tu SELF-ADHER 1­­­ 1 ­1 /_` 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- 112" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE a a 1'-4" PER PLAN 1'-011 PER PLAN a4 4 SHOWER SEAT 0 - I A 7� 16 SELF -ADHERED FLASHING OUTSIDE CORNER Q W m _1 u Z Z � n- Cr aW a W c� U W w LIJ W O Cn SELF -ADHERED FLASHING PATCH HERED FLASHING a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE rlv II rlv PLASTER STOP THIS NATU DO Nt CONTINUOUS BACKER ROD & SEALANT DRIP ACCE A SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) - 0- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH 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 l= CV 0 CV �l- o_ cfl 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) 40 E Co r Q C:) V C C, 0 m N to cp N ik O N N C M n N J LO N LL oo M 3 LL _J a. Q 2 M a C W rn a a. X Z CLL �a -, 0 io c a3 o m OM O W W 'motif° 2 Earn ag¢ 0 a- Z IL �mN� C14 of a07 Z ° V ❑❑❑ W � M Z N O ' g z o a v J M � N v1 M Z � o � CD _ LL V C) W �- o Q O N � E � c) 0° W rn t- W _� a o ti z Cl) z O g 14 U_ Q E E aUo oo w= Zz<N z® 6 �o UO c( 0. f XU a< 0U 0 0a N¢o < o ww a? rp C U ym m 0 of Z Z- Q) a `0 Qw z 0) rn o z2 g0 ooa z �z () yLL z =3 o CO w� >° a F z< °3: 0 M 2 = > d' L � m W C13 1 � . � =3 LO n/ U 00 �L T' U ; O O /11 0o O .� E o Nt �- ca o O .T� = N Lo 00 � r M to T ECY) E '- o Z co = C) (/J cc d U J QCU J JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. W P Z. Mounting Bradmts (10 Gaugol 4-11.2ex+11 'x212" EM awk Class Support (May be Cut to M Right Sfacket(t,10 Gauge) 1' 1T DI& A325115a1v `lop' z gyp') � -4145elfmDrilling Screws 1''C: Vint Bytom Edge Hurricane Sip (Typica 1. 3 in fronit). Washer 1 FmntCxiss Support Sdf-s kirt Nuts- (May be cut to ). Left Una t(%Gauge) # 14 Self-Dfiling 5#eM Thru DIrackets & ack+Crcrss Support Into A/C lint k[ om Sidle (Typical: 3 each skie for hark use INSTaIINFORMATION - I YpocI;"ituidaiuns�l arr *" ®3r A: ly Ywi-- Eleiiiii lififill tin ft Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 2 3128/2018 Code l5ritity or Date Date Date Pending Date Tie Version Manufacturer Contact Enotneer&License Validated By Validated Submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12f2017 10/10/2017 10/17/2017 12/12/2017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfcoastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - - - Fj'i1651i23 Procarits:- Quality Assurance Approved for Use Approved for Use - Impact Des- n Sea # Product Model. Number or Name Product Description Contract Elmlratlon Date In HVHZ Outside HVHZ Resistant Pressure 1 0.032&quot; Aluminum 5V Crimp Min 0.032&quot; 5 V Crimp Aluminum Roof Panel 04/12/2024 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 041122024 No Yes N/A +N/A/ Roof Panel over 15/32&qud; Plywood -116.OP8F 3 1&quok 24ga. Gulf Snap 1&quota Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/12=24 Yes Yes N/A +N/A/--131.0PS over 15/32&quot; Plywood 4 1&quot; 24ga. Versal-oc 1&qud; VersaLoc 24ga %5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ war 15/32&quot; Plywood -138.5PSF 5 1&quot; Versal-oc .032&qud; Aluminum 1&qud; VersaLoc min .032&qud; Aluminum war 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -101.OPSF 6 1,5&qud; 24ga. Gulf Snap 1.5&quot; Gulf Snap 24ga. 16&quot; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -116.OPSF 7 1.5& uoY 24 a. Versal-oc q • g 1.5& not VersaLoc min 2d a. 16& ud• wide Roof 9 , 9 q 0 0d/122 24 Y es Yes N/A N/A/ Panel ova' 15/32&qud; Plywood -123.5PSF 8 2&quot; 24ga. Megal-oc Min 24 Ga. 2&qud; Megai.oc 18&qud; wide Roof 041122024 No Yes N/A +N/Al Panel war 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&qud; Wide over 15/32&quot; 04/122024 No Yes NIA +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem 164iquot; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF war 1x4 Wood Pudins over 15/32&quot; Plywood 11 24 Ga. Gulf Seam Min 24 Go. Gulf Seam, 1 3/4&qud; Snap Lock, 0411242024 No Yes N/A +N/A/ 18&quot; Wide Roof Panel over 15/32&quot; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/A1 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 Ge. 5V Crimp Min 26 Ga. 5V Crimp Roof Penel over 1x4 Wood 04/122024 No Yes NIA +NIAI Purlins over 15/32&quot; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 Yes Yes NIA +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 NIA +N/A/-63.5PSF 15/32&quot; Plywood 17 26 Ga. GuIfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32&qud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 2 3/La/2016 Quality Assurance Approved for Use Approved for Use Impact Design Sep # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GuIfPSR Min 26 Ga. GuIfPBR Roof Panel over ix4 Wood 04/12/2024 Yes Yes NIA +N/A/ Purllns over 15/32&quot; Plywood -151.7PSF 19 26 Ga. GulfPBR Min 26 Ga. Gu1fPBR over 15/32&quot; Plywood 04/122024 Yes Yes NIA +N/A/ -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR war 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -151.7PSF 21 26 Ga. GulfRib Min 26 Ga. GuIfRIb over ix4 Wood Purlins over 04/122024 No Yes NIA +N/A/ 15/32&quot; Plywood -164.2PSF 22 26 Ga. GulfRo Min 26 Ga. GulfRlb over 15/32&quot; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRlb over 15/32&qud; Plywood 04/122024 Yes Yes NIA +N/A/ -159.2PSF 24 26 Ga. GuIfRIb Min 26 Ga. GuifRlb over 1x4 Wood Purlins war 04/122024 Yes Yes N/A +N/A/ 15132&quota Plywood -164.2PSF 25 29 Ga. GuIfRIb Min 29 Ga. GuifR!b over tx4 Wood Purlins over 04/122024 No Yes NIA +N/A/ 15/32&quot; Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga: GulfRib over 15/32&quot; Plywood 04/122024 No Yes NIA +N/A/ -146.OPSF 27 29 Ga. GulfRib Min 29 Ga, GulfRib over ix4 Wood Purlins over 04/122024 No Yes NIA -N/A( 7/16&qud; O.S.B. -101.OPSF 28 29 Ga. GuIfRIb Min 29 Ga. GuIfRIb over 7/16&quot; O.S.B. 04/122024 No Yes NIA -NIA/ -116.OPSF Search Criteria Coda Version: 2017 FL #: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Appllcatlon 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 Dealgn Pressure: ALL Date From: ALL narn rn- Al I Code Entity or Date Date Date Pendina Date BM Version Manufacturer Contact Engineer& License Validated By Validated Submitted FBC Approval Approved Status Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08/17/2018 08/172018 0823/2018 10/08/2018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 Subcategory: Products Introduced as a Result of info@smartvent.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect cr a Licensed Florida Professional Engineer 221tiPradtls Quality Assurance Approved for Use Approved for Use Impact Deslan Sea # Product Model. Number or Name Product Descrlpton Contract Exnlratlon Date Ip,HYHZ Outside HVHZ Resistant Pressure 1 SmartVent Model #1540-510 Dual Function Flood and Ventilation Vent 121312020 Yes Yes NIA +100/-100 2 SmartVent Model #1540-511 Dual Function Flood and Ventilation Vent 121312020 Yes Yes N/A +100/-100 3 SmartVent Model #1540-520 Insulated Flood Vent 12131/2020 Yes Yes NIA +100/-100 4 SmartVent Model #1540.521 Insulated Flood Vent 12/312020 Yes Yes N/A +100/-100 5 SmartVent Model #1540-524 16&qud; Garage Door Flood Vent 12/312020 Yes Yes N/A WA 6 SmartVent Model #1540-570 Wood Well Insulated Flood Vent 12/312020 Yes Yes N/A +100/-100 7 SrridVent Model #1540.574 14.5&quot; Garage Door Flood Vent 12/312020 Yes Yes N/A N/A 0,0° -.. ?,� �,.. .:.';.:: �`.=ate..., .,.�i�1�,�:�3)T�1(310[S . zP. N,;..�' �.. 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FL17236.7 ... - - - .. ..-_ - ESR-3448 12131/2020 HCP2 FL10447.2 ESR2551 _12/31/2020 12/31/2020 HTA16 FL17680.4 Evaluation Report 12131/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Equation Report 12(31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT16 HTT45 FL17324.. FL17324.2 Report- ........ .... ......_. Evaluation Report ... 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 HTW16 FL17244.8 ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2613 12/31/2020 HTW20 FL17244.8 ESR-3455 12/31/2020 HTS20 FL10456.23 ESR-2613 12/31/2020 - - HTW24 - ----FL17244.8 -� - - --- ESR-3455 1213112020 HTS24 FL10456.24 ESR-2613 12/31/2020 HTW30 FL17244.8 ESR-3455 12131/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12131/2020 HTSM16 FL11473.11 SIM200802 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 1213l/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 1213112020 HGT3 FL10456.19 ESR-2613 12131/2020 HUS210 2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12/31/20_20 HUS212-2- - - -_ FL17232.6 ..__.._ _ - -- - - -ESR-3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 12/31/2020 HUS26 FL17232.6 ESR-3445 12/31/2020 HUS26 FL10856A1 ESR-2549 12/31/2020 HU S28 L 6 F 17232 ES 34 5 R 4 12/31/2020 HU 28 S FL1085 6.11 - ESR 2549 12/31/2020 HUS28-2 FL17232.6 ESR 34........................ ..... ESR-3445 12/3112020 W24 FL10655.103 ESR-2549 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 JUS210-2 -........---_...-- JUS24 FL17232.11 - -- _.__ ____ FL17232.10 ESR-3445 _ _ --- - ---- ESR-3445 12/31/2020 - --- 12/31/2020 LUS210-2 LUS24 FL10655.107 FL10655.109 ESR 2549 ESR-2549 12/31/2020_ 12/31/2020 JUS26 FL17232.11 ESR-3445 1213112020 LUS26 FL10655.111 ESR-2549 12/31/2020 ZS262 FL17232.11 ESR-3445 12/31/2020 WS262 FL10655.112 ESR2549 12/31/2020 JUS28 FL17232.11 ESR-3445 1_2i3112_020 _ LUS28 FL1065 . 13 51 E SR-2549 12/31/2020 _ -__- JUS46 _- __ _._-- FL17232.11 --- -- _---__---_ ESR-3445 12(31/2020 WS46 FL10655,118 ESR-2549 _ _ 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR 2615 12/3112020 KST260 ........ --- - LSTA12 FL1724415 ---......_ .. ---- - .. FL17244.18 ESR-3455 __.....---- ESR-3455 12131/2020 12/31/2020 MST60 LSTA12 FL10852.7 FL10852.4 ESR-2105 ESR-2105 12/31/2020 12/31/2020 LSTA15 FL17244.18 ESR-3455 12131/2020 LSTA15 FL10852.4 ESR2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/3l/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LSTA24 LSTA30 FL17244.18 FL17244.18 - ESR-3455 ESR-3455 12131/2020 12/31/2020 LSTA24 LSTA30 FL10852.4 FL10852.4 ESR 2105 ESR-2105 12/31/2020 12/31/2620 LSTA36 FL17244.18 ESR-3455 12131/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 LTS19 FL17219.2 --.--._....._...._.......__ FL17219.2 ER0200 -..............._....... ER-0200 12/31/2020 12/31/2020 LTT19 LTT20B FL11496.3 FL11496.3 ER-130 ER-130 12_/31/2020 �LTS206 121312020 LTT131 FL17219.2 ER-0200 12/31/2020 LTT131 FL11496.3 ER-130 12131/2020 LTW12 FL17244.8 ESR-3455 12(31/2020 - LTS12 FL10456.29 ESR-2613 12(3l/2020 -- ---...... .............-- LUGT2 ---..__..._........_.. _...__..._.._._..- - -- FL17240.2 -------�..--.._......_.. - -...._..._..._............_.__.-.- ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 -1213112020 MP3 FL17244.22 ESR-3455 1213112020 LS30 FL10446.15 ESR 2606 1?J31/2020 MP34 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR-2606 1213l/2020 MP4F .._....._............_.-._.._..... ---................. MP5 FL17244.24 .................-- -- --'-- -...._......_.............._........_..............--...... FL17244.22 ESR-3455 ---.-.._.._..---...._..._.._......._................_..............................-_-.-_..............._...._...._.__..._ ESR-3455 12/31/2020 12/31/2020 LTP4 LS50 FL10446.19 FL10446.16 ESR-2606 ESR-26M 12/31/2020 .._........--..... _......_..-_._ 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/3l/2020 WM1416 FL10667.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR2105 12131/2020 -- --- - - .. MSTA15 MSTA18 .. ......-- FL1724418 FL17244.18 _ -.__ ..... ........ _ _..._.. ..._...... .......... ESR 3455 ESR-3455 1213//2020 12/3112020 MSTA15 MSTA18 FL10852.8 FL10852.9 ESR-2105 ESR2105 ........_......... 12/31/2020 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12131/2020 MSTA36 FL10852.9 ESR-2105 12/3l/2_020 _ MSTC40 FL17244.26 ESR -3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 12/31/2020 MSTC52 FL17244.26 ESR-3455 12131/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 MTW12 FL17244.8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR2613 12/31/2020 MTW16 FL17244.8 ESR-3455 12/3112020 MTS16 FL10456.34 ESR-2613 92/31/2020 _ MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12/31/2020 MTW20 FL17244.8 ESR-3455 12131/2020 MTS20 FL10456.36 ESR-2613 12/3112020 MUGT15 ......................................._......._....__....._- NFM35X12 FL17240.5 FL578.2 ESR-3447 _--------.........._._..._....._..........._..................�_._....................._........._.................__...._.._....._....................-..,......._.........._._-_ Evaluation Report 12/31/2020 12131/2020 MGT MBHA3.56/11.25 FL11470.9 FL13904.6 SIM200803 ESR-2616 12/31/2020 121311:; 2Y f NFM35X16U FL578.3 Evaluation Report 12f3l/2020 MBHA3.56116 FL13904.6 ESR-2616 12/31/2020 PAU44 . .......... PAU66 FL17239.13 .........._ .I...._.. ..._. ..... FL17239.13 ESR-3449 .......__ _ .,.. -_ ....... ..-1----_ ESR-3449 12/31/2020 ........ 12131/2020 HDU2-SDS2.5 GLTV3.516 FL10441.4 FL10667.8 ESR-2330 ESR-2615 12/31/2020 12l31/2020 PHD2A FL17219.3 ER-0200 12/31/2020 FGTR FL11473.2 SiM200802 12/31/2020 PHXU3516 FL17241.20 ESR-3444 12/3l/2020 CS16 FL10852.1 ESR-2105 12/31/2020 RFUS RS150 FL62_23.5 --FL17244.27 Evalu-----1213112020 _ .._-..._ --- ESR-3455 _._... ______ 12131/2020 H10 FL10456.6 ESR-2613 12/3l/2020 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 RT16-2 FL17236.2 ESR-3448 12131/2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3448 12/3l/2020 H3 FL10456.13 ESR-2613 12/31/2020 RT3A FL17236.3 ESR-3448 12(31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 FL17236.3 ESR-34488 12/31/2020 H5 FL10456.15 ESR 2613 12131/2020 RT5 RTi-..___...._ FL17236.3 ---- `FL17236.3 - - ESR-3448 ESR-3448 12131/2020 12/31/2020 H2.5 H2.5A FL10456.11 FL10456.12 ESR-2613 ESR-2613 12/31/2020 12/31/2020 R77A FL17236.3 ESR-3448 12/31/2620 H8 F01470.3 SiM200803 12/31/2020 RTSA _ ......... ..._. ..._ SPT22 FL17236.3 ....... _... ...... - . .,. . FL17244.30 ESR-3448 ... ._._._.... ...-- _..._..... ........... ESR-3455 12231/2020 .._...._._..... ..... 12/31/2020 SP1 SP2 FL10456.41 FL10456.42 ESR-2613 ESR-2613 12/31/2020 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 SPT8 - FL17244.32 - -- FL17244-32 - .. - ESR-3455 - ESR 3455 12/3l/2020 ............. 12t3l/2020 SP8 SPH4 FL10456.45 FL10456.46 ESR-2613 ESR-2613 12/31/2020 12131/2020 SPTH4 FL17244 32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 12/31/2020 SPTI-16 F_L17244.3_2 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2613 12/31/2020 _ SPTH8 FL17244.32 ESR-3455 12/31(2020 U24 FL10655.141 ESR 2549 12t3l/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12131/2020 _.._.................._._...._._.___.........._-_ THD410 ..___...__...-_..__-___.................. FL17232.16 _._...._.._..._......_.___-_-.........._...._..__..__...._-_......................_......_____._._.__._..__-... ESR-3445 12(31/2020 HGUS414 FL11468.10 SIM200804 __..._......._.____.- 12/31/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 .....THDH414 FL1723216 .FL17232.17 ESR-3445 ___.....ESR-3445 12131/2020 "12131/2020 MSTAM24 MSTAM36 FL11473.19 FL11473.19 SIM200802 SiM200802 12/31/2020 12/31/2020 UGTS3F FL2033.1 Evaluation Report 12131/2020 MSTCM40 FL11473.19 SIM200802 12/31/2020 UPHD8 FL17219.5 ER 0200 12/31/2020 HHETA20 FL11473.9 SIM200802 12/31/2020 - - - LGT3SDS2.5 FL114707 SIM200803 2l 1 3112020 - - - LGUM26-2 FL11473.12 SIM200802 12131/2020. May 27, 2020 PR DUCT APPROVAL SPECIFICATION C� C) SHEET 2018 As required by Florida Statute 563.842 and Florid Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if tney will De utuizea on the construction project for wrrien you are applying for a ' Category/SubcategoryCategory/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12131/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL16332.5 +40.01-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 6/21/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 6/21/2028 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5620 FL243 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 6/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. _------ ._. _.._ ___ Cemplank Lap Siding and HardiePlank Lap Siding ------.- FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum Gulfl-ok 16" wide roof panel FL116512 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COM PONE NTS A. _WOOD CONNECTORS/____ v USP Structural Conn. see chart ANCHORS Simpson Strong -Tie P n9Ti see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 I ne proaucis nstea Deiow aia not oemonstrate proauct approval at plan review. i unaerstana tnat at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE (D N rq - C0 N U A' O Q O OW s.. . >.. C6 -t--� 0- U) 7� O C 0 Q� E a) 2 .- U Q 0! a z �J ^W W U)� 0 L 0- U O n SHEET NO. PA 1.0 v d Florida Department of Business & Professional Regulation Page 1 cr6. Building Codes and Standards 12/12/2018 Product Approval Application Detail Code. Endty or Data 211 Date Pending gg(g roue Version Mmuheturer Comnct EndineerB Llcenee Validated U, Validated Submitted FBC Aooroyal Approved Status Revision 2017 Therma-Tru Corporation Rick Wright L don F. Schmidt P.E. n J. P.E. 10/152017 07/12/2017 taNB2017 12N22017 Approved p ribLyndon (81 �, Category: Fafenar Doors @19)2987740 PE-43409 (813)76"7-8355 Subcategory. SvM9ing Exterior Door Assemblies rlckw�nvbldgcunsutants. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Prorealwal Engineer FLe20461-R3 PYcfducte D ualltvA asurance Acoroved for Lee ADomv,d for Use lho.act Design Sea! Product Model. Number or Name Product DescdpHon CantreelExolrellen Date. In HVHZ. O telde HVHZ, Resistant pre -re 1a. Thermo-Tru. Fiber -Classic and SwddtRStar Nominal G&d39;S &quotfron-Impmd&quot, Opaque 12/312020 No Yes No N/A Composite Edge Fiberglass Sing]. Door Composite Edge Fiberglass Single Dow (Inming/Oulswing; X configuration) 14 n, Thermo-Ttu Rper-Casalc and Smooth -Star Nominal 8&Y39;0 &quotNon-ImPact&g1o1; slated 12/312020 No Yes No WAn, Thermo-Tru Flper-Casalc and Smooth -Star Nominal 88d139;0 &quotNon-Impact&q/ot; Glazed 12/31/2020 No Yes No WA Composite Edge Fiberglass Single Dow Florida Department of Business & Professional Regulation Peg.2 oft Building Codes and Standards 11201202D Product Approval Application Detail RL:.53 Plb Cta • � • Duality Assurance Approved for Use Approved far Use Impact Design Sag If Product Model. Number or Name Product Description Contmot Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 12/312020 No Yes No NIA 145-3/4&qud;x80&quo; NON -REINFORCED 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OX XO, XX 12/312020 No Yes No N/A 968'quotx808quw; NON -REINFORCED 3 SERIES 421ALUMINUM SOD REINFORCED SERIES 420ALUMINUM SOD REINFORCED OXO 12/312020 No Yes No NIA 145.3/4&quw;x96&quoi; 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX, 121312020 No Yes No NIA XC, XX 96&quw46&quot; 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312020 No Yes No N/A.. 143&quot;x96&qud; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 W52010 FLOIIUYJt7 go& Ea tar; Bete Beg DabPeadlna 21Bt I)fm vemim WmdmbimL Camara EotioesLlU- validated By Youd" AWOM F■rAlatroml A9aoeud WAUM Revision 2017 DURRES MVWM of AADG, Ind, Dedle Dave UL ILLC Ted Berman, PE 11/302017 lOr162Ol7 12MEM17 Approved Cob": Exterior Doom (841) 494.2844 (305) 858.4767 BubCM9, : Exterior Door C-4p m is dave.dedla®aasaebloyoo Complirm Method: Contrarian Mark or 1.19ing ELM1al7.R7 Product an ANAPrduet Model Numbalr w N.me Product Degradation GuL*W AaM■esa Averaged far ther Acooesd for Use 1. HVHZ outwift HVIIQ be■m Dallas P� 1 607, 707. 727.747. and 847 Singer and Palm of Caws flush, blazed, and Louvred single and pairs of 17/312026 Yes Yea Yae WA hoop. n,bl door. Florida Department of Business & Professional Regulation Page zgf2 Building Codes and Standards 1W2020 Product Approval Application Detail ddt Entity or fife Ala Doe Pemmna mm jla(e TM2 Version Manufacturer contact Engineer & License Validated By validated Submitted F8C Awhovo Approved Star - Revision 2017 MI Windows and Dows Brent Sitlinger American Architectural Stevan M. Ud h, PE 06f04/2019 OW412019 06/072019 Approved Category: Wndows (717)365-3300 Manufacturers Association (717)317-8454 Subcategory: Fixed bsfllingsr@miwd.com Compliance Method: Certification Mark or Listing r ry Cua1lN Asauranoe Approved for Use Approved far Use Impact Design Ago # Product Model. Number or Name Product Descrimlan Comma a Expiration Date In HVHZ outside HVHZ Resistant Pressure 1 185 PW 73.72 Insulated Glass 04/032023 No Vas No +60/-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall papa of I 1111"la F:Q9404I 290 Raft car 29t 211 DabPondr, gag, myna vemim I AmL Bmteo< E■teesril i m Validated IN validated Odb kW FBC Amevd Approved it" Revision 2017 Thrma•Tru Corporation Rick Wri Lyndon F. BdempOL P.E. Ryan J. Keg, P.E. 101182017 10118=17 f 022U17 12/120017 Approved category: Exterior Door (419)295.1740 PE43409 (813)7674M BrmbCetepap: Swngmp Elderkr Dow Assemblies nda'grwMd9wmueants. CogtlWpa Slashed: Evaluation Reparfrom a con Fiords Registered Aneli tend or Lkunsd Fladde Professional Engineer PWO404U Preduot QU,ft Acryincereclifor use Approved for Lim killed Desigh AW L■Oa Iull101Z R dMot P- 1 a. &quatFberCMSk&gUOb. &quocBmoothStr&quat;, 6W9;8 &quobhnpad8quob Glared Fiberglass 12/312021 No Yes Yes WA SquatCleseicCraalqud; or &qud;CkesicCrett Single Door- (X) Ina1Nng o Ouiwving Configuration Rustk&qua0 F1.172]A2411111 Rob BM version fYooleffimc PWISIon 2017 James Handle Balding Product, Ina cess ': Panel Web SWXgbgw Sit" ConWAl Method: Evaluation Repd from a Fkldda Registered Architect or Lkenaetl Florida Professional Ell~ fol Pmeluat Model. Number or Nam. 2 HardtePlank lap Siring Florida Department of Business &.Professional Regulation Pg. .3.of8 Building Codes and Standards 12117)2018 Product Approval Application Detail i HE 229L Erttvor Call 21h net, Pending gdl Tvc. Version Menu eMunr Contain EnoineerB Llgense Validated By YJIit4eug Submitted FBC A,,,,,[ Acoroved Sbwe Revision 2017 There-Tru Corpora on Rick Wright Lyndon F.SchmIdL P.E. Ryan J. King, P.E. 12fi32017 12/132017 17J212017 02M312018 Approved Category. Exterior Doom (419)298-1740 PE-434a9 (813)7676655 Subcategory( Swinging Exterior Door Assemblies rickw@nvioldgconsu6mts. Compliance Method. Evaluation Report from s coin Florida Registered Arcnaed or a Licensed Florida Prohalono Engineer FLjWgIAe Pmduole- .. _ - ... D Ilty Assurance Approved for Us, Approved for Lee lmoact Design gaga Product Model. Number or Neme Product Desenotlgn C ntrect Exotratlan Date In HVHZ Outside HVHZ Resistant Pressure 1 a. Therma-Tru Flbar-Classic and Smooth -Star Nominal SBJXig;S&quo1;Non-lmpacl&quot; Opaque: 121312021 No Yes Nb WA Composite Edge Fiberglass Single Dow (Insedog/OulsWrg; X configuration) 6 f. Thernla-Tru Fiber -Classic and Smooth -Star Nominal UM9;0 &quotNorrlmpact&quol; Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Single Door (InswingIDAinving: X configuration) 9 1. ThermaTru Fiber -Classic and Smooth -Star Nominal SWS;8 &quolNon-Impam&quot; Glared 12alt2021 No Yes No N/A Composite Edge Fiberglass Single Dow (InsNng/Outswlrg; X configuration) 14 n: I InOrma- I ru riber-Classuc effid smoolft-star om na qua om m a quo ; Mrad Imi- I NO Yes No N/A Composite Edge Fiberglass Single Dow pnsvinghouDmrg: X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 W 1 IMMIB 11 Bd14T■ R4 fiedt Enft our ice. Rd[ Data Palmer, 21M BM Yamten fMvefwmtet S FaplpesL.A,Lafees velmedev Yad" Alliffe d FDICA■tIrYY ADro IN" Revhlon 2017 Thermal-Tw Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 122112017 0921/2017 12122I2017 Approved Category: Exterior Doers (419) 298.1740 Management Institute (813) 7674US aubCall"Mi Swinging Exterior Door Assembles r9Awmpagwoodnes ots. Co ap9r e, &Wtm& Certeicetion Mark or Lietlng earn FL#16225-PA Products Q,W*LAYI■Oes Atag ,dfor us, As9[sMdfuLs IM210 Ballad AsaS Product Modg Name, cer Nam PmddDwrlodon contrast Explinflon Date inllYttZ out lds PAWSUMPialMm 1 a. &quokClass,164 RSupect; and &quottBenclananr by SM and SM Opaque and Olazd Fiberglass Door with 121312021 No Yes No WA Thama-Tru&quot; will WMWA Sdeaes. huwing and Outewing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page l w l 1/102018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall P.pa i W t I/Sala FLM8 79-M fimte entity or Bin Bag DnbPajoWm Bate FUt8M9411 Fmdt EMMra Rok Bete Dde Pending edit mom Vegas- DgmaMAlmL carAm P.o d-&Lko,, validated By Ydbddid AWNWod FSICAnwuvd Averaged a■te Iapt Yamlm immureadually called Erel■FGiUgliness Vagd bdBv Yt9dated AYI■um FBC Amrwel Approved AtebM Revision 2017 Copley Buitlhp Products Company Mark Westeffied Inerdek Testing Sanicss NA, Gary Phallic 11292e17 0&102017 12OW017 Approved Revision 2017 Clop ry Building Products Company Muk v4.stm eld Intedsk Testing Sarvkes NA, Gary Pfeahler 112MI7 08/192017 1210S2017 Apprawd category: Exterior Dopra (513)7708082 Ira. (513)519-0568 Category: Exterior Door (b13) 7704tae2 Inc. (513) 5198688 Officials"; Sectional Exterior Door Assemblies rmmederMidmlaopay am BuhGlebpery: Sectional Eztsdor DcerAaeertbles rtrwestenlleM®Gopley.mm compliance Medctl: CeNheaeon Mark a Listing ConWea es MMhod: Certification Mark or LhSng FLillOT94U Pmd,rb Am,revad far Aeoraned he the imma [Melon FLt15274R5 Products OVWOLAest■■t 1mgm Reside mi ProductMndN. Nnnbaror Name Product Description Conbut Explitartion DWA in tiYtlZ O tgkk VNZ kPremiums Ant Produce NdaL NOMW W Name p gggggg Igo g ! Etesalm 37 037 W5-08 PAN-2F151:84A, 94, 73, 75,1500, 190, 76, Steel Pan (nab. 25 ga.) Smgk-Car (up b 9'0- Wide) 061212028 No Yes No -30 PSF/J2 63 g53 WS78 PAN•2F163:84A, 94, 73, 75, ISW, 19% 4RST, StsN Pan (min. 25 g..) Oouble-Car (9'2' b IWO" 05fJ1t1028 No Yea No r30 PSFAW 76V, 4RST, 4RSF. 6RST. 6RSF, 2RST, 46,412, 55, 458, WM®CODE&P174; W5 Garage Door PSF 4RSF. SRBT, GRSF, 48, 42, 58, 48B, 428, 55S, ISOM ode) VMDCODE&M74; W5 Garage Door PSF 428, 565, GDISS, G05SV, GRSS, GR5SV, ARSS, AR6SV, GD613I GRSS, GR58V, ARSS, AR58V, EDSS, EDSSV ED5S, EDSSV Florida Department of Business & Professional Regulation Building Codes and Standards Feb.2 03 1202020 Florida Department of Business & Professional Regulation Building Codes and Standards Page I W I f152a1e Product Approval Application Detail PP PP Product Approval Application Dafati PL#IZ49&R5 415 mm 92k V.41- Eoft or go 20 Data Perdue Rft Qualitu Assurance Aporovd far Use Approved for Use. Impact peslarl 3. eo 9 Product Model. Number w Name Product Description Codraat Exalratlon Ode In HVHZ Outside HVHZ Resistant Pressure, 2 185 SH 52.72 Fin/Fienga Frame IG/SG Single Hung 101082023 No Yes No -601-60 Laurin ed Gleas Revision 2017 Clopay, Building Products Company Category: Exterior Door Mark 4Wahr6Md IMarbk Teeding Slinioes NA, Gary Pruehler (613) 77g8652 Inc. (513) 519.6686 I I292017 081102017 12M512017 Approved Subcategory: Sectional Exterior DowAreambles nmwestedbidQokPaY.cwn completes Met,d: Certification Mark or hang mclugls Sed! PedudMpd.t N mbern xam. pr dlatep AaorovW fw Uea APrasvedfar Use 1. HVHZ oulaide HI&M Imalgt Roohdaft Baden Pmeslm 85 085 WS-09 PAN-2F163: 73, 75, 84A, 94. 42, 4& 42B. 48% Saw Parr (aaa. 25 wJ skW.-Cer (w to 9V wee) 051212MIS No Yes No t38 PSFI.42 4RST, 11M. GDSS, GR5S, ARSE, BOSS WINDCODE0174; WO Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 d2 5272020 Florida Department of Business & Professional Regulation Building Codes and Standards page l Of 1/51201e Product Approval Application Detail PP Pp Product Approval Application DtttaA Code Emlfv or ,Da. We Date. Pending Die m'yge Version Manufacturer Contact gaWnem & License Validated By Validated Submitted FBC Aooroval Approved Stwus fitete Eno, or flag Rik oft PWKRM 20 Revision 2017 PGT Industries Jens Rwowsd MiaM-Oade SCCO- CER Mlerd Dede BCCO- VAL 0225/2020 01272020 02282020 Apprwed mYm YardIm Clam Bello t rdmm Validated awmi d Fffi.Amruel Aegrand §Min Category: Windows (941)486-0100 (786)315-2590 Revision 2017 PGT kxkwwe Dean Rwfk MIemFDade BCCO-DER Misml0We BCCO-VAL 1220017 120=17 122&M17 Approved Subcategory: Fixed jros=sk@pgbndustnes.c Cabgary: Ynndovs (941) 488-0100 (786) 316-2690 Compltance Method: Certification Mark or Using min 3u6C.bpory: Single Hump dmaddlop9thduatr mcam ,. - A ZProtluats" fF2 compliance, Msarod:.Cambodian Mark or Llaling r Oualln Assurance Approved for Use Approved for Use Impact Design o 1. ProductI Cm Outside a Pesspre AMA 7 ProdueeMedet Nurobrn Name SH45M (Large Missile Impact) P) dtdMOConbimi EYj3kaUon Date Vinyl Stage Hung NAndow 071302020 AoeaovsdfwUp Approved far Ur In HVNZ outside mQR Yea Yes hoped Resistant Yea $eslm P- WA 8 PW-5520 (Large, Missile. impact) Vmyl Fixed Window 04/302025 Yes Yes Yes WA Florida Department of Business & Professional Regulation Pagel df2 Florida Department of Business & Professional Regulation papa I off Building Codes and Standards 1202020 Building Codes and Standards 115MI8 Product Approval Application Detail Product Approval Application DetaB Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Defag Papa I d I Ws1m16 Malay or Bo Bag Dab Pend gait R N31e fdk Camara Faadmesr ALlesms Vdmbd av validated Submitted FWAcarrigfil Approved IWO im version moddactfire Phpehenp 7hu Ronal 1. Opawa John Southard, P.E. 0825/2017 0e082017 DI 262017 10/102017 Approved P-Mon 2017 Janes Hardt Budding Products, Ina (909) 349-2927 PE.2t121 (352) 367.25M category; Panel Web pir4w m9shua)erruehw SubCNW": Sling dte.art CampMce aletlrad: Evaluation Report from a Fludb RagWWW Audited a. Licensed Fiods Pi signal Engineer Prduete Quality Agagrangs Apooved far Use Aeomyald for Use glgest gelling FLa13194A6 Produat, Description coedited Explosion Date IntOQli outside HVHZ Rollearra, Problm AW ProductMobl.Nmesbalrwaemle fibefcsmeM lap siding 12/312020 Yes Yee WA WA 2 HamlePlank Lap Siding Acoroved for Use Approved for Use Impact Design Florida Department of Business & Professional Regulation Page l of l Building Codes and Standards tasn018 Product approval AppNCation Detall 291 Rik Deepened. 2dit Contest EmlesaCiLmlma Vdmwev validated Submitted FOG Apt AM& Pngsherp Zhu Ronald I. Comes John Southard, P.E. 082512017 0909=17 08/2872017 10/102017 Approved (909) 349-M7 PE-24121 (352) 387-2525 pirgshenp.zhu®pnusNr Gacarl Quality Assurance Aoor77ald far Uea APraaeddd fair Use iSpMFt prolso In.tiY)1Z 9uiside HVHZ fbaclatest Pressure Monomers lap Siding 12/31/2020 Yes Year WA WA FL8287A71 251111111 mans version iimdttasnt Ravlabn 2017 Par industries Cabpay: Widows 8abC$W"; Mu61oes CoMIM os Mat,d: Codification Mark or LNINg FLa2MA11 emduda lag I Muaau for Al Doom and VA lbws Search cdmrA Reft or Bate Dab Pmdh, -00 tiedte9t Ereimae<dLh*nm Y■ddw YYbYted AglalNMd FSCAlmnglad Apotmrffi aum Dean Ruark Lpam40de SCCD - DER MbmFDads SCOO- VAL 121062017 11/1512017 12A79 M17 Approved (941) 48MIDD (7I18) 31&2590 dmarkiiiiipgundustrles.com 0512812021 Yes Yes Yes WA Florida Department of Business & Professional Regulation F." l W l Building Codes and Standards 141018 Product Approval Application DetaN ELgis m iym Ysmten Nbndwmmt combat Engineer & Lim, Yakto"By YNWMW Submitted FBQ Acgroyal AoaDitld Alma Revision 2017 Abdo Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10AMM17 111 10/1112017 12n22017 Approved category; Panal Web (390) 922.2389 PE43409 (813) 767.6555 BuhCatppry: Soffits nmompsomeabttle.mrrt Conp6mu M.t,d: Evaluation Report front a Florida Registered Amh6ed or a Licensed Florida Pmfsedonal Engineer Approved .for Yes Altmmredfar Yal bmRw 1)"➢e AeaA PmduatMpdaLNumi,,Nam, ProcludDesgdpgg InKVHZOutside HYM ReaYtem P1� 1 a.&quok2r&quoh Soffit Vamor Soedvinylsom 1213lr2020 No Yes No WA Florida Department of Business & Professional Regulation Page 1 a i Building Codes and Standards +/572o18 - Product Approval Application Detail FLa18225AA fieda P 10 pate 0860 Paldbp 2ift M t Yamtee validated SUbMMW FBCAgaroyer Aggrieved Abu Revision 2017 ThermI Corporation Rick Wdgtd National Accreditation & Ryan J. King, P.E. 12202017 09212017 12/222017 Approved Category: Exterior Doom (419) 298.1740 Management Inatituts (813) 76741686 SubCasepory: Swinging Exterior Door Assemblies risk,®nvhM9oonauberts. compliance Method: Certification Mark or Listing own Aal2 PmdaatModaLNe Mborm Name ProductOeaorbmion IDOL Billy" 5 e. &quctSo ooth-StaMquok and 8quct;Bentllnu8r by WIS and Sig Opaque and Glazed F , )a 9rargbas Dow with 12/312021 No Yea No WA Therms-TNequok and without SiBeMes. Inawhq and Ouawap Florida Department of Business & Professional Regulation Pogo l W 1 Building Codes and Standards + szdla Product Approval Appkation Detall I3l2At,RYA filsk Emihst RAN Bete DM&Pendlm Bet L t vordon fA■YteesmL 920ho Enelmmear&IJemea Validated 1W Validated Ally FDIC Accrued Aesroted Ali" Revision 2D17 PGT hmk bps Dean Rusrk MIamHOade BCCO-CER MI-W)ade SCCO-VAL 1220/2017 1112HrAl7 12252017 Approved Category: EAKW Doors (941) 4W-0100 (786) 315-2590 eubCebpory: Swift ExlMor Door Assembles dmarkCPg6ndustras.can compliance Heard: CdM.W. Mark or USMg FLa261A29 Producer $■.A P ! ora. Impact Deelan Bites Premium 10 SGD-WO (lmge waste knind) Vinyl Sham; {ilea Door g4 4/MI Year Yes Yee WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FLM82784i8 fight Em ft or go Bate Pik, Pending Dag mtm Yambm ttemUbCtimL fiamest Engineer 3License Ydldattl.@t Ya9deled Arm FSQAp Ami A,,,,y d At" Revision 2017 Clogay Building Products Company Made WestmBeM Model, Testing Services NA, Gary Ph,hler 1129=17 081102017 12105=17 Approved Category: Exterior Doom (013) 770-WU Inc (513) 5198665 SubCal ,": Sectional Exterior DoorAeaemb6es -oar brBeMtdopay.can compliance MMw&- CadlMcation Mark or LNtlng FIa18279As Product Quality A- Aaeawdaw Uea Apprwdter lea hand tidal A■! IRM In.HWM outside HVHZ f1lWa e Pressure, 102 102 WB-16 PAN-2F753: 73, 75. 84A, 94, 42, 48, 428, 480, Stew Pan (min. 25 9a.) DoubtCr (W2'to ifIT 05212028 No Yea No 137 PSF/-41 4RST,.(IRST, GOSS, GRSS, ARSS, EDSS wide) WMa=DE&0174; We Garage Door PSF FL01311924til fi2ft Trpt Yawed ealm■MYm[ Revision 2017 James Handle Balding Products, Inc. category: Panel Web Subcategory: Siding compliance Method: Evaluation Report from a Florida Registered Arched or a Licensed Ficdda Professional Engineer ABU i Cmlplarar Lap Siding B.Illeum RM BM Ymion [YoifacBmt Revision 2017 Alem CWpory: Parted Web SubCatepay: Soffits Compliance Method. Evaluation Report from a Fiords Registered Ar.Mb d or a Licensed Florida Professional Engineer FLEIWZA2 Products Ant Produce Model. Number or Noma 2 b.&quokAtance T4&quob Soft Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DoUll Pape 1 .11 115=18 Salley or 20 fa Data Paradise Bite. .fe9altffi Emlltas.A.Lbapal VelmtedN YlIY1teIed Almtlled ESCAoiar-sl Approved Awn Pingsheng Zhu Roman I.Ogawa John Sodhaid, P.E. 0825=17 D810242017 0821=17 10110/2017 Approved ")349-2927 PE-24121 (352)357-2628 pingahrlg-dowameeher c[II Approved for use Aporwald for Use lmpest Besme El altlmfalLoo in HVHZ outside lffiR flasileterat Poawu iberiertMM lap ad" 121312M Yee Yea WA WA Florida Dapartment of Business & Professional Regulation Pegg 1 Off Building Codes and Standards I/5.1201e Product Approval Application Detall c Emilmera IJoenes vwmom By Validated Submitted FBC Assailed Approvafl At" Nick Thompson Lyndon F. Sahmkff, P.E. Ryan J. KIM, PE. 1004=17 1=312017 18/11=7 12H22017 Approved (330)922.2369 PE-43409 (813)76741666 n8lompson@abde.mm Apoesad.�4geAggraced lot Uss Instead Balm Product Degradation In HI BtYN6.kVtli BaWItese P.OMI■ Vain or Sold Vinyl Sofa 121312020 No Yes No WA }e �ll N Cn -Cu oU �e _0 L N 0-0 CU O O VJ C U �- U O CU p CU > 'ICU CO E O _- CG/'�� O i cla Q z z W J C/) C: O ■ aaaaaaaa� U Cn _tf 4 O W (D O 2- C U O ire V vJ UICU We G z Z Q J SHEET NO. PA 1.1 N CU Florida Department of Business &Professional Regulation Codes and Standards Product Approval Application Detail Page 3of3 1/2w7020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1202020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall Pape i of I iffil Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg.I of 1 trials Cn CU 0Building O 0 -F-+ L_ 111­ � Q O = �1� � U -61 � �e �t J «/ IR U ♦ V O O L •L /� .ems O i1 Q - c ^/ 0 E W i O ``C ^ .� vl /r �� \I,/ • (n (^3' W 0 CL code Eni or gat. 2di Data Pending Dal. Tyga Version Manufacturer Contact. Engineer & License Validated By Validated mitt _ dated Subed. FBC Approval Approved Says Radslon 2017 GAF Michael Stieh RobertNieminen Jahn W. Knezevich, PE 12/712019 I21I1I2019 12/182019 ding FBC Appn Category: Roofing Mich .[ Stis 11 PE-591Ni John 77 Kneca Subcategory: Asphalt Shingles (800)mstle@gaf.com Compliance Method: Evaluation Repot from a Florida RegisteredArch ltect x a Licensed Florida Professional Engineer . .. .: FLX3012A-R?3 Pro du _ 1 Assurance Approved for Use Aooroved for Use Quid Impact DgilgO aeo # Product Model. Number or Name Product Descrlod. Contract Expiration Date in HYHZ Qutsitla HVHZ RaslStam Preesum 1 GAF Asphalt Roof Shingles Flbargiass reinforced 3-tab, laminated, Stab and 12/162022 No Yes NIA N/A hiplridgeasphalt shingles Code EMIM or Data Dal. plate Pending ,pa{e M Version Manufacturer Contact Engineer & License Validated By Validated Submitted PSCAooroval Approve A Status Revision 2017 TAMKO Building Products, Inc. Kepi Eden Zachary R. Priest Look. Bowdon P.E. 10/192017 10/05/2017 10202017 12/122017 Approved Category: Roofing (417) 6246644 PE-74021 (334) 300-1800 Subcategory: Underlayments kerrl_eder0amko.com Compliance Method: Evaluation Report from a Flonda Registered Architect or a Licensed Florida Professional Engineer fL#12a2&RB Pradfgta _ t :; 1 %, >; Quality Amrgvetlfor Use Amroved for Use Impact Design Sao # Product Modal. Number or Name Product Deacrbtlan Contract Expiration Data In HVHZ Outside HVHZ Resistard Pr�„5,;y,(g 1Ri m Er4lW a 10 20 Dab P AM 1 Mae Willow contact E,Da Validated By agp■w RevWm 2017 L.V. Thompson, I� dua Thompson Architectural Tory Cblatman Zachary R. Prbel Locke Sewall 10/102017 14fifill 10/172017 12112f2D17 Approved Metals Company (TAMCO) (813) 248.34M PE-74021 (334) 300.1800 Category: Roofing tgnyigartawhabg.eom SubCebgory: Roofing Accessories that are an Integral Pad ofthe Roofing System Compliance Method: Evaktetlan Report from a Florida Architect or a Licensed Fbrlde Pnxbssbm EI nnhhpr FL*1"1MR Products Quoting Assuarence Approved for Use AY..led brUes bmw Doolan log Produce 11110deell. Number or Hems Product Description IatOtiii Outside,FMS Resistant Pressure 1 TAMMe CO Fkd Top Off-FIll Vent with Bafor7119 28 ga. steel roof ventilator with belt 09AMM6 Yes Yes WA N/A F Eatl�C.g t td0ll. 1 iiffiL Iypp raga contact frpp Validated By y p Revision 2017 L.V. Thompson, inn. dba Thompson Architectural Tony ChRebrNn Zachary R. Prbst Locke Bowden 1011M077 10/102017 10/172017 12/1212017 Metals Company (TAMOO) (813) 248-3438 PE-74021 (334) no -law � d Category: Roofing tonyQgomMekooBng.com Subcategory: Roofing Accessories that are an mescal Pori the Roofing System CompBarrco Mstued:Evahrstlon Repoettrome Florida Architect or d Licensed Florida Professional�� � P�a� gu&MAee Approved for LIN Approved for Use MMIffi 20Mt awl Product Model. NuuB»r or Manes Ip-Ifl!yZ Outside retaliation Pressure, 2 TAMOO Gooseneck Vent 26 ga. 090(1 No Yes WA +N-52.5 B No, 15 ILL Asphalt saturated organic felt 101182021 Yes Yes NIA WA it Florida Department of Business & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation Page i of I Florida Department of Business & Professional Regulation Pap 1 of Florida Depertmient of Business & Professional Regulation Pop 1 ct1 Building Codes and Standards 101201g Building Codes arid Standards 1=18 Building Codes and Standards 1/612018 Building Codes and Standards +/+a Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code Entity or Date Use gate Pending Data IRi 6$1a4t2 gmesis4u F=68&Rl mm Delte version Nmufaawm Enft or Soloman Smeller & Licarmse Validated By DBi! 20 Data ENWIRo Validated Eltissised i 21K A0proved Abft bat 22 t Morskn Mamfaral enft C EMteawA Lk— VdlkhddBy 20 gate Dab peedlm Validated Eft FSC Approval Data Aoplel AMR _22112 Mae yfirskD mossifiecturter Kula' or contest Enalme[E.License VaUdaWBy gate Pete Dab Psedim Mildtt Elm F&C Amarovd Data Approved Eagle bag Revision Version Manufacturer 2017 Lkxnti Inc Category: Roofing Council Engineer &License Validated 01 Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE (501)982-6511 PE-31242 (717)317-8454 Validated Submitted Ii Approval 04/092018 12/1820/7 04/152016 Approved 06/12/2018 Status Approved Revision 2017 L.V. Thompson, Inc. dbe Thompson ArGdMdural Tony Christman Zachary R. PRast Locke Bowdon 1011017 101102017 10(172017 a2 12/122017 Approved Review 2017 1 Thonpron, bhc. dbe Thompson Architectural Tony Christman Zeal R. Print Locke Bowden 10110=17 10110/2017 10117=17 12/1202017 Approved Revell 2017 Florida Meal Products Ins. Clark Jones James L Bucker, Pi will John Rierra, 1025=17 101I)i 10I27MM7 12f122017 Approved Subcategory: Roofing Accessories that are an acarterOlomonce.com Metals Company (TAMCO) (613) 24834M PE-74021 (11300-1800 Metele Company (TAMOO) (81a) 248-3488 PE-74021 (334) 300-1 too Category: Rooting (904) 78&"0 CBUCK Engineering P.E. Integral Part of the Rocflng System Category: Roofing tony®gometalmofing.com Categoy: Roofing tpnyCgomeekooling.am eultCaegory: Roofig Accesearles that are an darktir8amco.mm PE-31242 (561)414.7557 Compliance Method: Evaluation Report flia Subcategory: Roofing Aeaaforbe that are an Subcategory: Roofing Accessed" that are an Integral Pad of the Roofing System Florida Registered Architect or a Licensed Florida Integral Pad of the Roofing System Compliance Matlwd: Evaluation, Report from a k+tegto[ Part of the Roofing System Compliance Method: Evakwtion Report from a ComplMa Method: EvalwBon Reportfrom a Florida Registered Arduitad o a Licensed Fkalde Professional Engineer - -' Florida Registered ArchMOt or a Licensed Florida Professional Engineer Florida Registered Architect or a Licensed Florida Professional Engineer F1e210411 Produces-- 8B Profepbnal Engineer FLW7'r?02 R3Praduds - .,. .-. -.�. • -u x ' '' -'" ' -� f]Uallly Assurance ,t Approved for Approved for Use Impact� Deal- FLMaNI442 Produces Sea # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure eel a 3 Product Model. Number or Marc TAMOO Ot tktge Roof Vent with Bells Product Dredotlon Contract Expiration Daft 28 ga. doing roof ventilator with Integrated belle 0911=026 Ascrovedb thes Approved for Use IDJEQI3 ,$NMa.HVHK Yes Yes MIR" I3tlMMOt NIA Dxlun $/gLBa WA EBg,R 4 Product MoM. Number or Mama TAMOO Round Top Off -Ridge Vent with Bane far Tea QudtvAmwmmo Product„QMgdWgB SrlandradEEt9Mdon Deb 26 ga. static roof ventllsbr with bafie 08/092028 Approved forte. AtorwaderU" InN 0,Wkb Yss Yes imMA I3ffiht80t N/A DMten Pressure WA Eggg 3 Product 11111cidel. Number or Marine 3- FLAMOO &QUol V 10 Ridge Varitil k Product Description Cantrad Exchrestecart Date Aluminum Ridge Verde for pkcheld roots fabricated 12131=0 Aram 0.025' Aluminum Approsed for Use In HVHZ QWIWLM No Yes knbmd It No Heaton Jerre WA 1 Deck-AIr'r DA4 Low Profile, Polypropylene Plastic, Roof Vent 07/102021 Mechi lcalN Attached to Plywood Deck, No Yes No +97,5f--97 5 Florida Department of Business & Professional Regulation Page I m2 Building Codes and Standards I20/2020 Florida Department of Business & Professional Regulation Pagel of 1 Building Codes and Standards 12MO20 Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 120)2020 Florida Department of Business & Professional Regulation Pagel 1 of+ Building Codes and Standards 1151 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Distill Revision Code Mai 2017 Manufacturer Baal Roofing Category: Roofing(801 Subcategory: Roofing Tiles Compliance Method: Evaluation Report tom a Product Evflivatlon Entity ,; ... Now--- Contact Engine, &License Validated By Al Robin IAPMO Uniform Evaluation Gery W. Welk.r ) 3W-6091 Services LLC. (205) 854-0160 RobinAnderson�boral.co m _ Data Data Date Perigino Validated Submitted FBCADproyal 10/+82017 10N62017 Date Approve 10212017 ,.... us Approved Type Revision Code. Version Manufacturer 2017 Glossal Proteom Products, LLC. Cal a Shatters ry- Storm Panels Compliance Compliance Method: Evaluation or Repot from a Florida Registered Architect or a Licensed Florida Proessimel Engineer E[dltYgi Contact Engines r&.License Validated By Tim Robinson Welter A. Tillit Jr., P.E. John W. Knezevich, PE (954) 689-7545 PE-44167 (954) 772-6224 tlm.robinsen@gppent.com 2" Data Dffia Pendina Validated Submitted FSC Approval 09/0612017 08/312017 09f112017 Date Approved 12/122017 a[ Approved Code lone version Rev+sbn 2017 Manufacturer All American Shutters and Glass Category: Shutters Subcategory: Storm Panels Compllance:Method: Evaluation Reportfrome Florida Registered Architect or a Licensed Flonge an roressl at Eaglneer Entity Contact Encloser&License Validated By Troy op, P.E: Mike Sari Frank L. Bernardo, P.E Tr Blsh (561) 712-9882 PE-0046549 (954) 947-0880Approved mlkeb Ilemericanshutte @a. rs.com PAII Data Date Pending Validated submitted FBC Approval 10/18/2018 10/182018 10232018 Data Approved 12/112018 Status Approved l3t1999_4t4 Revdial � Yam■ Manufactumer 2017 riW Bulidtg Component Group Inc. CebgorY: StucbrelComPonerub SVbcedisa t Trans Pala Compllence toted: Evaluation Repoli Tram a product Evaluation EMky Erhaly a contactSouthall It Lksmas Wltdatod Bkr Stec Lewis ICC Evabatlon Sarnia, LLC vWfilam M. RauMrl, PE (847)g18-&t73 (407)881-1917 slawis®alpinakw,com goat )'� rim ��� 08/19f2017 0&O7rm17 20Type AMA 08212017 At" F 7648R1t Produ FLlH607 fFA SProddeL4 -: r.. -: Pr°rid L#4788B432 `,cis - too aeo# Product Model, timber or Name Quality Assurance Product Description Contract on Date AporInfil Use Approved for Use In HVHZ Outside HVHZ Impact Resistant Dr Pressure AQUA 1 ... ,,.. Prmuc[ Model. Number or Norma 20 Gage GaNenizetl Steel Storm PanelsMVHZ Quality Assurance Product DescriOtlon Contact Expiration Date Corrogatetl Galvanized Sleei Storm Panels retained 12l312020 d Approved for Use Approved for Use In HVHZ Outside HVHZ Yes Yes Impact Reslstam. Yes PDesignressure Pressure NfA 454.@ 1 _ Product Model. Number or Name 249a Galvanized Steel Storm Panels Quality Assurance Product Description Contract Excitation Date 24ga Galvanized Steel Storm Panels 12/310020 Approved Use Approved for Use - In XVMZ Outside HVHZ Yes Yes 1®9aas Resistant Yes PressU Pressure N/A Illy1k P.Xw Model.NumwaBma i ITW BCG/Aytste Higher S+ra++Dtl+(H &whip; S) 9Ya9hcAssurance Product Dredotlen Meal Connector Pate 12/312022 ApM.Ged.�SW AppfatCedJOt 4ea � yes yes Irspael WA � WA 31/202 W— axpny e r e- Rialto, '. o es 17 Saxony 900 - Country Slats, Hartford Slate, Shake, Slate, Flat Prole - Stockton, CA 12/312020 No Yes N/A N/A Split Old English Thatch or not. backs to provide hurricane protection. 18 Saxwy900- Country sets, Sreke&amp;. Slate Flat Profile - Henderson, NV 12131)2020 No Yes N/A N/A 19 Saxony 900-Country Slate,Shake,Slale&amp;.Spllt Flat Prole -Lake Wales, FL 12/212020 No Yes N/A NIA Shake (D 20 Saxony 900-stake Uni Slate Flat Prole - Lathrop, CA 121312020 No Yes N/A WA 27 'All.`900 Vill Pnofila- Denver i2J31r,020 0 as NIA 28 Mile 900 Medium Profile - Lake. Wales, FL 12/312020 NO Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards peas I of 1 1=18 Florida Department of Business & Professional Regulation Building Codes and Standards Pane 1 Of t +eta Florida Department of Business & Professional Regulation Building Codes arid Standards Pepe 1 of 1 Ipmo+s Florida Deparbrant of Business & Professional Regulation Building Codex and Standards Pegs 1 or 1 ilmill O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ■ n 0 s 6t1"94tg Seatk Entity 2ok Rate DIUPtodina 291 mmp Version Called Engineer & Ixarw vamamd fir VfiYdmbd Etlhmum FBO A■mpi Approved Et to 13a119946 Szk End& gc Rate to Dee Pending Data lope Yatatga 11teaIdM4Ln[ Contact ERWl & I-kmm Muld.me ev yew ;Est i Approval Approval lwm F3a]98FB9 000 Eedor or Rate 20 Data Poodles bat version M..d..b— contact Engineer 4License validated By Validated Submitted PBC Ailaorcival Approved stable FLM.974U bee Version Menuhr&mr Skkteu End —&lam yalldatedmc Va9datad Submitted FOC Acsixon at Approved Eteps Revision 2017 rrW Burrito Components Group Inc. category: Structural Components SubCaagory: Trans Plata SWed LW& IOC ed"Om Service, LLC WM= M. Planned, PE (847) 916 8473 (407) 681-1917 slewNQalphor w.00m 091192017 OW72017 09212017 Approved Revision 2017 mat Building compon aft Group Ina Cates": Structural Components SubCabpal Tree Plata Stuart Lewis ICC Evaluation Service, LLC Wham M. Ranieri, PE (847) 918-6473 (407) 681-1017 elawls®el k aw.com 09/192017 O9f072017 09212017 Approved Revision 2017 r1W Building Components Group Irw. Structural orYporroms C ubCeegcry; Tnae Planes Shad Lewis IOC Evaluation Service, LLC VAPAm M. Ranieri, PE (847) 9f8$473 (407) 861-1917 elewlt�atpineitw.con 09/1&2017 OW072017 09121/2017 Approved Revision 2017 MITok Industries, Inc. Category: S hudural Canponente BubCebgory: Trans Ptebs Dave Wart ICC Evaluation Service, LLC ICC Evaluation Service, (314) 851.7480 I.I.C. dkvar!®mll.wrrh (205) 509.9800 1011Ill 10/1912017 102212017 Approved Compffefos Method: Evaluation sport from a Product Evaluation ErsaY Compliance Modwd: Evaluation Report from a Product Haluatlon ErNiry Compliance Melhod: Evaluation Report from a PrpdUq Evaluation Fruity Coon pWnce Matlted: Evaluation Report from a Product Evaluallpn Flay ■ — EM9994tlProdMte Ilan! Product Model. 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Numbers NormsProcki Qualifier A� Description conbed EXDW#AM ode Approved for Use Aoumnd for Use to Outside, Will ItMmtat Design Prenuro 2 17V.r BCG/Alpine Wo Pbb Metal Connector Plate 12/31/= Yes Yes WA WA 3 ITW B=Alploo Tmbat Motel connecter Pleb 1213I2022 Yes Yes WA WA 4 RW SMApbe Wow Metal Connector Plate 12131Y2022 Yes Yes WA WA 1 MISSHS 18 ge, super Ngh allergist buss connector plats 01/01rW3 Yes Yes WA N/A Search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards P.O. i of I 1 Srla+6 Florida Department of Business & Professional Regulation Building Codes and Standards Pegs+ of f +r"Ie Florida Department of Business $ Professional Regulation Building Codes and Standards Page t or 1 +L'✓m+e Florida Department of Business & Professional Regulation Building Codes and Standards Paps 1 of IfSl O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W FLM974a8 teat COOEatM 1Lttalgn MMIdM41rs[ a carried Smallest SJ Veltdded er ]� !tom Del.Pmugnp Validated 31LIbmWed PflFAaromnl 20Veale Aootgyed Etebm IV21B7Jia teat Ilynln tkO4�al■ EntityEntityfir contact Validated fir gdl !■it Doe Panalm vetted $ P�4.Aop[wMl 20M Approved Ewa FLe2197Ra Sian! Ysnka MIBYkffiIrsC Eedgt2111 si contact & Llama Validated By 20 pm powhw Validated S ill Aedrs.W Rik Approved Status FIMO74t8 bps Version lYmdr&n9[ carted Eo�A LicaDMyaidated By Whisked Submitted i al Approved $teas C/_ ter/ Review 2017 MITek Industries, low. whoa. Structural! Components Components David Wed ICC Evaluation Service, LLC ICC Evaluation Servka, (314) 851-7480 1 WIVA17 10119=117 10=017 Approved Revision 2017 Mrrek Industries, Ina Calgary: Struooal Components David Wert ICC Evaluation Servos, LLC ICC Evaluation Service, (314) 051-7400 LLC. 101192017 10/192017 111/ 17 Approved Review 2017 MRek Industries, Inc. Category: Structural Components David Wert ICC Evaluation Service, LLC ICC Evaluation Service, (314) 851-7480 LLC. 10/19 17 10fl g2017 10122/2017 Approved Reveal 2017 Mnek Industries, Inc. Callaril Structural Components David Wert IOC Evaluation Service, LLC ICC Evaluation Service, (31LLC. 4) 851-7480 10119=17 10/192017 101221 Approved ICU Sutrissgay: Trks a Plsls CorurPS• ns Method: Evaluation Report from a dwerarril.am (205) 599-9800 SubGlogil Trap Plata cpmWaa+Methed: Evaluation Report a dwedQmil.am (206) 599•8800 Compliancy: Trues Palmsh.00fn Compliance Melted: Evaluation Report from a (205) 598.9800 Su hCaanory: Truss Platen Cornplbna Method: Ewiwibn Reportfrom a dwart®mll.can (208) ti99A800 � > Product Evaluation El* Produce Evaluation Entity Product E-vekm#on Entity Product Evaluation Entity O niMOT-M Produces MAII$74N Produce tR12 n as Produce PL32197•aa Pmducb �e Etas 2 Product Model. NnNner or Netm wl 16 Carter AssumrM Product Dosorl Cerebral Expiration eta i6 ga. tree anneebr alb OI IOM023 Approval IorUM Agoroved for tea blima $ideatetiflit Tr Yea Y" Impact Rnh&M N/A pMlon Pressure WA Sena 3 Prodmt well Nambaror Name Uri" Quality Assurance Product geeerfoUon Contract EmlMll Dal 18 ga. high strength truss connector plate 011012023 Approved for Use ApKGVedINIM In outeMS HVHZ Yee Yea tmmd Rniob 1 WA two Pressure WA EME 4 Product MotlNt, Numbers Nekre MT20 Centel AuisMM Product Dweddlm Contract Eaaraton Otte 20 nor buss connector plat 01101=3 Approved for Approved for use In HVHZ Outside HVHZ Yes Yes liga sl Resistant WA Design Prwwrg WA 2219 Product Model. Number car Name 6 Mr20H8 QamNa Assuranes Product Dapdntlar Contract Explindlon Ode 20 ga. high strength alp connector pWo 01101=3 Approved for ties In outwo Yes Yes hissi gnmud WA Dnim Pressure WA � -4--a Q Createsearch Euro6_Gdteda s C _0 L Florida Department of Business & Professional Regulation Page 1 at Building Codes and Standards saaz3zo Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of2 1202m Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paged of 2 1=2020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pans 1 or, irmla Product Approval Application Detail w A 1 W /!! ■ ■ a Code EntityoOat. Date pee Date Iyg Version Manufacturer Contact Enalmer&LleemValidated By Validated Submitted FSCApprovai ApprovedStatus Revislon 2017 Carpenter Co. Tracy Lan. Miami -Dade BCCO-CER Mfaml-Dade BCCO-VAL 10/302018 10/262017 11/0V2018 Approveo Category' Structural Components (863)687-9494 (786)315-2590 Subcategory' Insulation Form Systems tacy.lane@cerpenter.com Compliance Method: Certification Mark or Listing �� -. : FI,�4y) R2P rrdncte _ - Q I w A ne Approved for Use Approved for Use Impact Dasinn Sao # P oduct MadeL Number or Name Product Descrlotion Comrect Ez olreuon Dete in HVHZ Out hide HVHZ I t rat Pressure Code Entity or Data DBIg Date Pendlna oats lope Version MMManufpeturer Correct Enamor! & License Validated By Validated dated Submitted WAnproyal Approved Status Chang. 2017 Weyerhaeuser tru Rob Beltivrin ICC Evaluation Service, LLC Ian Lehrer, P.E. 04/012019 03222019 O41D8/2019 Approved Change Category: Structural Components (253) 924-0478 (608) 839-3288 Subcategory: Engineered Lumber Robert.BsIdwin@weyerha Compliance Method: Evaluation Report from a. euseecom Product Evaluation Entity _ - FtA15B4{42 Woduds - I7srnp Ent* or Rite get io.Perld■ go mm y�Igg mgm � Velkebd gv j(� I ) Revkbn 2017 ComnrrWl Carrcrole Products,lna Robed Gals THUY N. NUYNH John Hoy 10/142077 10n92017 1028f2017 121122017 Approved CebnorY: structural Components (B79) 669-3707 PE-60122 (3ti2) 588-8311 Subcategory: Product Introduced fie a Rauh of pncemgabreyehoccom New Technology Compearom well Evaluation Report from a (Quatiiv Assurance Approved for Use Approved for Use Impact Design Outside HVHZ Re NIA �{y-Vr$ Model. Number or Name 4, 6, 8, and Sea # HighProStructength 1 High Strength Concrete Lintels 4, 6, S, end 121nch wide lintels 05212022 Yes Yes NIA N/A 12Inch Compact Expiration Date In Y. FI.N8547-R1ofroduds, . Florida Registalgrtheset ore -Icon Florida 1 EPS Insulation Erlpanded Polystyrene Block Type 04M 1/2022 Yes Yes N/A WA z Professional Engineer sea # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Data Approval for Use Approved for Use In Ill Outside HNNZ Impact Resistant Design Pressure Fl.11177i Prodhub Search Criteria 1 MlcrollamLVL Laminated Veneer Lumber 03/312021 No Yes N/A WA Approved for Use Approved for Use IraM9S DMlgp Q 2 3 Par llam Pi TlmberStand LSL Parallel Stand Lumber 03131=21 Laminated Strand Lumber 03731/2021 No Yes No Yes NIA N/A NfA WA Seat 1 Produce Ucki Nuenhor or Harris Quality Pretsat or Commercial Concrete Products Product Description contract Exokatlon Ogg Placed and Prestressed Concrete Lintels 0526f2024 iltlfla.$ No Ya WA pm m WA Code Version: 2017 Application Type: ALL FL #: 14281 Product Manufacturer: ALL J 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31202+ No Yes NIA WA Category: ALL Subcategory: ALL board Rim Board Application status: ALL Compile me , Method: ALL 5 Weyerhaeuser Rim Beard Oriented Stand Board Rim Board 03/312021 No Yes NIA N/A Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL / Product Description: ALL Approved for use outside HVHZ: ALL Dealgn Pressure: ALL Approved for use in HVHZ: ALL Impact Resistant: ALL Data From: ALL N0. 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