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Home My WebLink About3051 Lytton Hall DrI 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 orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL 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 LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MIN or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB ImENN/�R� 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 CODES FLORIDA BUILDING CODE. AN D THE CITY IMF ZEPHYRHILLS ® DINANCEE juN 0 7 DATE. CITY 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. rr�\ \\ �. E• •'•.• F I- N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. _.:•. -. E co O N 'OO� O LQ c M 04 # ' -� N LL � wiz U- N LL .._ am `'. a w > a =. ', C:u- Q Z §i 0U)0" 0X :p 2 O m O W coo� CO aga d. ,. Z ILQ 07 NQ y Qr>N Z U Z OV ❑❑❑ W V M � z g Z � N Q M o a N z O LL l T U � Y W g � O N ° C Eo to 0 o � U 0° w w c 0 8 ei . = z \_ U o C:, M i; 0 < Z ° O ii EU WLi- Z°� Z cc_� O d~p 0g °Z KZ N ro F- <o 0 wZ d L v ¢Z y U Nm mo O Z Z u; J a ° <w Z z N 2 8 gZ W LL a Nw o N Z = O � o1 2a ii o� U3 2 M 0 = N W .! Cfl LO Q C ` a m co r Cn ■� T J O � T ui ) C)^ M o m Z E CV w I— Z m a) E -i Q o � JOB NO: 20-1784 SCALE : AS NOTED SHEET NO. C S l _ I 1 I 7191 1 0 U)LU ma TYP @ 1 STORY A S3 10" A �I■■A■■■■��11111 OWNER'S SUITE CARPET ■■■■■■■m■I ■ ; I �ARPET a - L MI®la�r = W�1 I! OIMli: iIM16MNMMMI ��C��Nl�Yfi[I]I111�1 ■W�■■NEI■■■Iil ■fs_■,■1 1� ri • :•ONE. DRYER HRU ROOF-, sIm-w1 r1 • ,Ilk ��•�I. ■I�■ �I. ��e ■■t ...�� ~I C3 'FAMILY RM R.A.G. CO �., 2:12 VAULTED CLG.` I CARPET 1,= IF in 1 3-10" T-8" BUILDER TO CO PROVIDE W.H. `" APPLIANCE O PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. 20'-Di `-EDGE OF SLAB 2" BEYOND WALL K 33 I fl I I ! 1 I I 1 1 I I/X NI I I I I I i --------------- R&S i. 2668 4'-0" 1 V-7g 1 6'-10" 04 4'-7" 8'-8" N 5'-4" I j _ I 5068 B.F. OPT. I o I o I ---------- ------ - - - REF,- BEDROOM 2 PATIO CAFE ------------] -- -� F 8'-0"CLG. VAULT. CLG. 04I D.W. CARPET C CARPET , i t r Q N>CD U aL _ z4 _ B 3 I� I SI K wlISP 0 ' 2' 2'21'-2" I 10,E TIE °J NTYNw= JFLAT L 36 x L6-rill CDc? T v ----- OO 5-SH " DEEP I 25-SH H B EGRESS A OS3 K 33 (3) 2x4 #2 SPF w/ DTT2Z @ BASE - 10'-10$" -HDR AT T-4'_ M� BEDROOM 3 8'-0" CLG. CARPET 10'-4"" -1 2 �i----------- I I I II I I I I I II I c0 I 0 I o Lu II o I c I O I X I CD I I I I I NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. C-CS3 It k I IL Ca m ICr 00 I c I � 25-SH EGRESS O ■ TYP j K GARAGE I S4 OPENING I I I I I 1 I ENTRY I I 8'-0" CLG. I I 2668 - I duo R- I 4068 B.F. I O BEDROOM 4 8'-0" CLG. ~I CARPET flL 5' FIBERGLASS M I SURROUND oPM Y (n w MO O W TYP @ 1 STORY A S3 C9 0 to 'v S ua 0 0 v HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18jX25j S.H. 13 20X38j 18jX37j S.H. 14 20 X 50 j 18 j X 50 S.H. 15 20 X 63 18 � X 62 } S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38j 26x37 S.H. 1H4 27jX50j 26x50 S.H. 111-15 27 X63 26X621/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 X 38 j 36 4 X 37 3/4 S.H. 24 37 X 50 j 36 } X 50 S.H. 25 37 X 63 36 4 X 62 112 S.H. 26 37 X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 j S.H. 33 54 X 381 52 J X 37 j S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 4 X 71 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" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 �G SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 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 "Al" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 FLOOR PLAN - ELEV-Al 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 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: Y4"=1 r-0" GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED / LL L �A i fffff/��/I`' .� O N r;J�JSE n C. O G� �j��/�tf �ROFES�lO` \` f l l E t itll��•�` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a 'o 8 N N 0 M N C # LL "'� J#w J LL J a :3LL N 2 LL ii vi c" W N ai m ii ° a t7 13"" a 0) m c29 mmOJ C N cp W 2Joa� ET LL_. z M NQco U 0 J Z oo❑ W c9 " 8� z N t0 z Q J (h � N zu_ (D W LL (0 w CL Ow� V) c i o N ;>,LU � m E i Q � o w s Im c Mw¢ W Z co o� =o �� Ta = s Z a :i ¢¢Z ® Oa U� �03 OV 0� Z C O C N N dr z ao az ¢w wf i Cn C ao s 0x 0 m O '< w Z J °0 �Z cn F 0O< Z Jo V W 3 U LL �& aw - tiLL CD?� C.0 0. �o a ° �M 0 = E2 CC L .> N > T aC O 0 CO 0) O �-' m L T CM vi 04 o Z Z :3 E 0 E d '- `m ii U _j Q p JOB NO: 20-1784 SCALE : AS NOTED SHEET NO. 1 j VARIES, 2" LESS THAN CABINETS BELOW I le MIRROR VARIES U) W > MEDICINE CABINET 00 d O U- ; O N co M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER i HOLDER 0 N FIN. FLR. KITCHEN 0 0 CV OPT. REF. O 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 %Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. oc ` TOWEL BAR a ON BATHROOM WALL _ SHWR. o VALVES W o 00 a:C° SOAP - CO O -j j 00 DISH � r i o O o U'' o r o -1 r C'7 M O TUB BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN O 00 a 00 N MIRROR i� i O M OWNER'S BATH BATH 2 O i` INTERIOR ELEVATIONS_ SCALE: ,a _„o. 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 o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30 H BASE - CABINETS 0 00 CD00 L - = ' r in a O 1'-2" 2x a = 'n 00 _ FRAMING �N o 0 1 - 1 /2" GYP co CV r N CV BOARD -1 FIN. FLR. r- FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"= V-0" i ' J�J r C(j ,N • Q- : J E '•� C`•N • —J . :a c if1) 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 Ep a r00 -- os U N it O O N00 0 Lo O O 10 J rrOj N N LL d�� (A LL J d LL N LL _ 0 a WO Zm O Z (W.0 �O_ m m O W W LL m o�fO m 2Ecp JQa 0) Z NQrNiZ U Z c) ❑❑❑ V M 8 z No t`ry�0 z Q — J (h d O M v! ,^ O V U. w n g �oa o—� N w r_ c o V) � � o • (> o Q � o rn �� CD w Z M = o a � lJL � zo W=a0 > R a �o Z® co — '° �¢o Z O N az <o az w� _x -_ = ��;z m p s� Z -� a ° z tq aNi $ z go W � � U ,� �o a yz mLL w �� Lmi � o '° CIOza a °3 2M 0 = L C � m >LO ■ C4 T a C 0 co co � c � ■� T J O T T (0 O E T M N o Z z E O t— m a U -1 Q p -j JOB NO: 20-1784 SCALE : AS NOTED SHEET NO. 2 I 1 I I I I i I P to rIl. I n II 1 1 1 1 1 1 ' I I I T 1 1 1 _I I 12 5� HEEL 12 �5 F4 T.O.M. — HDR HGT. — TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F. FL. 12 5� 12 7�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. T _ T SPECIFICATIONS — oa 0E1F=7F=DF= F 0 IT F_ F] F�11 E M=1:1E1E:1 0 F7 FE7 F=7 F1 M n 14'-0" RIDGE VENT FRONT ELEVATION - Al 12 zzz::::�5 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. ---------------------------------------------------------------- HDR HGT. ------------------------ 6" FASCIA (TYP) 10 2'-0" TEXTURED _ CEMENTICIOUS o? FINISH ON C.M.U. Zo (TYP.) F.FL. — — _ LEFT ELEVATION - Al LE: 1/4"=1' N 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. roll �I 1 �, i' GCSE •• —1 • C� � '� do ua Z ••• �: F LC O F E g g `0 ;` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. e; W ODD L .P r �L' r; "o 8 N o � m U5 N lJL kLL 5 a •, Z N ' M W W ai— ° a L 0' o r n Z 3 3 WJIL _ Ii m 0 motet° mom¢ W s. Z 2E0)Y) Boa 'q < , Z a 0 = a N Q UH _J ❑oo ij uay""fix ' _' W v N M Z (D p Z CD Z � m - �Np /N �T 0 V ,Z^ C U.- al ,W O 0SV N V) .2 � Q " W H C E � V ' n � rryryp W O �— E! E o I =I 8 Q ' o s�o O M J N w z X. X. ce QE CIo V w° a® oa Z — O N ¢¢1 XO U a� °dz nU D O� wz � -•�-. 1- `� Z m 00 Zof C - � J x N Y a Z Z >z Z z > 0 8 �o Z 00 O �a o� �O a CH IQ U3 0 M = N L ui c� ■= N ^ C T O Q CL o a ^, m O LOO ^ LO T m � T M vi 04 o Z Z E O E U y m c a � Q 0 � JOB NO: 20-1784 SCALE : AS NOTED SHEET NO. 3.1 c a 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. -- --_ --- - HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. o (TYP.) — co co i to kffe7di1 011 u = �4' OFFRIDGE VENT 12 �5 - - - -- -- — 6'-0" - — - - 3'-1 EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 15'-0" RIDGE VENT 5� 12 75:12 - - - - - - - - - - - �5 777 - - - - - - - - - - - - - - - - - - - - - - - - - - -------------- 1'-a' TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) y 2-4- F.FL.----L------------rt-------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------ RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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 \u 7� i� C W,N ,f Q �NJ 12 Vr �'•. F 'ri Ot l I E S S11O\\�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a N pip N # 8009 (0 0) OWN N to LL Ni J I.J [L W N 2 LL a Z dl C',S W fn > C: U_ ° a Lu it acnm O W m d O_ fY O O m J m� W LL `O mo�¢ 2EO'rn spa V<o <0� = N NQMZ U -=J W O Z � S O Z Q Z O Q Q � J M � N c+� N Z C V lL U W o Q 0 tN N � ° w r~ o 2 o , � U CO w rn ` E L..., Ci o C U) 0 C:,L (AD J ¢ M M y o Z z < -J L aZ zo oo >o Zo <N z® Z�< (O F— n} 0 G O E� x� ao UO oU o a z a Z N N ao rW w Cn <z 0yt� mo z� > Z J �m < w � aJ° a <" z Z a W T U E < O aLL - — 3 0 C7 � Y < < x K 0 a = M za 0 °CM = I� L N 0 .! CO LO N r a. ca CU W L 1 T 2 � C V T � O � �. ■_ J O LCi r' I CO C ui Lf)o Z CM o m Z T E O y N iu f Z t0 f0 a- 0C U J Q C J JOB NO: 20-1784 SCALE: AS NOTED SHEET NO. 3.2 i 0 ZZ VARIES 1'-10" 12" CAP _ CAP 2" 2" *NOTE: iv 1" N FOAM TO BE USED 1"RADIUS ONLY WHEN ^ 1/2" RADIUS % REQUIRED BY 3 1/2" RADIUS SIN COMMUNITY ^ 3/4" RADIUS 4 1 -5-4 "la C° DETAIL TO BE 1" 2" OPENING VARIES 2" N 1" i" oo SPECS. IF NOT, rxa co BUILT W/ STUCCO. 1/2" RADIUS 11� N EDGE OF 1" 4" VARIES SIN 1'-0" f , ' �• OPENING VARIES 1'-4" = -; 0 2z' VARIES 126 6 1'-4" VARIES 1„ 1 1/2" RADIUS 4„ 41 2„ - 4" � � - � 2 1/2" RADIUS -- in r; N r�la IN N Ci riles �' (D \ ll VARIES 12" 32" 11" 32" `° --"It ,.. 1" 1" 1" BASE BASE N 3" z 2 • M�a 1 1 4" 4" 3.� d • o 4"o CN 1 1 *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1'-4" DETAIL TO BE 2" 2" BUILT W/ STUCCO. 24.. • a EDGE OF i -o OPENING i 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these > 4" 10" N = drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for ural v I I Engineers s gna9ure and seal. 10" 6"ineering rtions of the drawing pages bearing v 1 N N = 24' W o "T ca co p N r O _ Li Q 0 0 0 'W CID" J IO N N C N L L V MCo u Y 11 O a) 0) o f w O� u) M W LL C a >.CW a a N IN M C a� Z 0 Z O rn = 3" 13 0:@��_ m0O 4 6" � (n W M o�� 2 ¢ 1 2' 4" 3" 2" c.i w W = W g E rn rn -j o a 2 N 2" ; ; M LL Z NQMZ U 0 J z 0 < OHO W c 1-1/2" THICK ,,, v 3- = 21" 2 �_ o to 4 -IN Z m NN O Ch Z `la 2'-4" 52' 1'-5" 51' 7„ 4" N L , o _ 00 54 1'_411 3" CD � IN M w o Il v 4" 1" 12" VARIES VARIES Q 1 v 1>N c o 6 rn c U m `o W 22 w = I 3 �M o 83 rA. N > i r� • VARIES VARIES ¢ � � �Q o _ = S� a 4" 8" 1 " Ft�1 H 2' �� _ M 3 3.. 6" 4" KEYSTONE F11 b KEYSTONE F11 00 _ Z E N N OPTIONAL OPTIONAL E E o 0 o a 0 c i - ^ N N ru x. 00 des p0z 43,, NzZ GARAGE DR. OPENING 4" 34 4" WINDOW OPENING 4"' <� mo NOTE: � '. o Q w t'_L cn Y O K • INSTALL OVER STONE, TYP. z � — <� z z go VARIES • FIN. TO HAVE TRADITIONAL a o . N w o LOOK &SMOOTH FINISH <o cal ' • • • FOAM/ EPS MATERIAL IS = 3 ACCEPTED oo w ao VCO' zla 3 'o NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 2'-1" 1 4 o M 1' 1, 6„ 1„ 1„ SMOOTH FINISH 4442L; ri 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1, 12" 54„ zT_8" 7" iv 4„ 3'-0" 4" cc Y 1" 10,E 1 101. N �_ / o LO v � N D j /^ O J GI /� ID N cD ` p (0 L c� n 1 " _ �11 m IN CD = O O T rh N O o = �o T N � T ui L0 M r o co O [t • m T N Z cri M Z E O y r m rn EE a c 0 N � Q p � JOB NO: 20-1784 N 1" 12" SCALE: AS NOTED GENERAL NOTES: SHEET NO. O Ch • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH 0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER �OwP 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 $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets 1 Z00 10 #12 copper to 20 amp ckts Og AMP MP 01 #10-2 copper to WH 10 #10.3 copper to Dryer METER r 10 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION 41111117 3 GI ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 17777117 111111111111 1111111 �' DEDICATED RECEPTACLE CH CHIMES (OPTIONAL) WID H.B. FOR MICROWAVE RANGE PUSH BUTTON SWITCH (OPTIONAL) GFI DISC. HOOD PER SPECS io 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 ELECTRIC METER mpg ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT RECEPT. VERIFY METER LOCATION WITH ELECTRICAL PLAN — ELEV—Al SCALE: %4"=1'-0" 111J I � / of / 0 0 N 0 C 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 Engineet's signature and seal. t � � I- cl 8 O 'cr O T N pippp N it A tri N M N r a) darn N N LL to ik y M S LL a M u. -1 LL _ Q V' gj S C'LL 52 Qn�- o' W , fn a a W i0 C fn 0 X H W_ @�� M E T mmo s p a LL < N O N Q c 1 2 0 N U J Z 0 ❑❑❑ z N S Z ryq z g Q Q — a o N o V _z (D LL 1 T' f6 C!) Y w F1 a '1'C• DV 0 w V) �c/) r�:f E � 3% � o U T E 0 `® 98� U'o Q v 8 • t� CID �w M M i Z a E E 0 �° wz `__® oa O mo Uo (O O x U a �U z Z Z<o N to z <o ao a ¢w r0 Cx C z s o bm 'o Oo Z .- ' Z 0 J <b w a iZ 3 d p� Qo a U �w W o w �O cD i o �M � L 0 \\ � LL T 0 m 2 � � c � O TLO In � 0 T m M T_ y N o Z Z E Ocnr E a U Q p JOB NO: 20-1784 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. 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. ROOF PLAN - ELEV-Al SCALE: Y4"=l'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / 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. \\ L r_�J �_I 2_) 1 \ J�+� 3r \ J C C1 CCC 0 (� '171 F r/ ,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 00 O V pC" Grp C.1 N # V O LoQ M N N r_ M ik Co LL 7 LL N LL M '6C"W tq Z�faa,z�0 S `m c Cr m 0 LL = V- NQMZZ "0h U _... _ W M N z — z (Q�Qy Q J1/ Q J M d O M z V lL U W o Q W � V) c o ' �'YfakPfi; LU —T I U Q O w Mz O Z � U_ E io W ' > o a O E U 0' wj Z® oa WK '6 0. O Q O O K N N i °d o w uzj rp � ¢o z U N mE O Z ) Z Z J m `ZZ a � 8� LL Z O �� aw N W T U �a ii yp �� O w < � mill w Z a 0 OUP 0 M 2 = L n3 0 .! CD N T L a. O '^ T 0) . J CD LO T C.0 LO lS) T 6 m � T M vi ` 04 o Z Z E IL E U Q p � JOB NO: 20-1784 SCALE : AS NOTED SHEET NO. 5 C c v 55'-10" V-6" 5'-7$' 6'�,� 6,_0" 6' 0" 6, 0" 6, 0" 6' 0" 5-2a" 7,_18 TYP @ 1 STORY U.N.O. A S3 H.B. 3'-0" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i r---------�- --- =: -- -------- 0 0 -r. - ------ BUILDER TO �- ------ 4'-0" ' ' 12'-1" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL O (; PROTECTION I 0'-01, I : ; I WHEN REQUIRED I I ■ I • • :: I : • PER FBC 35:-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. - b SLAB FOR HERNANDO COUNTY ONLY `' S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-7a" ' 4'-9" 4'-10' VAPOR BARRIER EDGE OF SLAB 2" - ■ I CJ :: I •GJ : I : BEYOND WALL CJ I T ih5'-3" 1'-10" 3'-6-- r I Mt-T O I I O C14 p) I (2)#5REBAR VERTICALS w/ in — �: 0G ::.:::::::::::::: 0 -3 1/2" r> FILLED CELL 2'-6"x2-6�X1-0" FTG o SLOPE I , W/ (3) #5 E.W. S3 �._ _ _ _.� �— 3-5" 7' 1, (2) #5 REBAR _ 2'-6" x 2'-6" x 1'-0" I N I AHU I I TICALS / In I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A ) ici ; K CC S3 FILLED CELL I _ 60 S3 Ci I ........' '.'.'.'.'.'.'.'.'..'..'.... :.: is 9'-54 ■ d0 o> 2'-6"x2'-6"128 X1'-0. FTG W/ (3) #5 E.W. I 4" I L o 2 #5 REBAR () INDICATES FILLED CELL w/ 3000 PSI I CONC. FROM FT. TO BEAM i' C? PROVIDE %2" x 9" UD RECESS FOR FRT. DOOR SLOPE � S3 io � in VERTICALS w/ in W/(1)GROUT W/ #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 • • W/ 25" EXT. ABOVE SLAB "GRADE 40 �' ::... ; • : ::: ::::: ::::::: ' 1 ' STEEL" ii' -----,-----� 4'-0" ' 16'-10" • •12'-10" b 10 10� „ ' cD STEPS AS1)/2"I REQUIRED PER FIELD PROVIDE RECESS i .', I FOR SGD. REFER TO KITCHEN ISLAND MASON'S SLOPE FOR LOW WALLS OPT.. CONDITIONS ■ WIDTH ' C+ ----_ --- _-- CJ REF. ICJ— ■ r — — — T� — � i' -- I — _______ — — — 1 — — — — — — y_�— — — —CJI — ° ji — — — TYP@1 L I i F � � O�S3 CHASE TO IS D� :: t I STORY U.N.O. N CO I I ii' I I ' ' �L D.W. I J— I I • ; ; , �• I{ t A rn v in `n I I _ _ — SINK / DISP — 31 /2" t 16'-0" 2'-9y" 6'-10" 0'-0" ■ it 9 cn o p 01 t ■ ■ ■ ■ ■ ■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ H.B. 1'-95." 3' 5'-0" M1� TYP @ 1 STORY U.N.O. A S3 S-10" L 2'-106 " L 5'-11�" 5'-0" FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN wZ w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .• • • ;.: #5 CONTINUOUS ,�: ' �• ; .:• •_ REINF. SEE FND. FOR QUANTITY •' ' #5 X 25" X 25" CORNER ' �'' ' ' �' •' BAR ONE FOR EA. • HORIZ. REBAR, TYP. . " •'• • ,. U.N.O. - •. • • ''"Alternate: • The reinf. bars shall be •. •, cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" �IcsL2 L � n r g �1 Ltj C� \ ;�;itStff6lt� �.;. F ©� `q e•• w O F E SS�O � 1� 11°III'SIttit�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. _. W F. if OD 8 � pi p 0 0 0 C) C1 � N J M M y # pp LL LL J Wa U- N 2 LL uj M S W h aaa� Z vrnrn ono 3 °m WA.!p cli_ o mor---�° mi¢ 2E°fO' Boa W � IL M E N 0 QMO ONz U J °� o0O W z N tD 00 z 0D z d N N z W On o a to W c � �� ZD _LU ° E 8 I _ Q 08— r- o M z¢ w M O z rj o V EEE Wo Lj � >S _ ® oa Fc= 0. UO ° Z - N d� < 0 O� w w L 6 m�ga .8 O O ZW �, J wz E 0_ a9w° 2 zz °W W I� �! O CO N z yy 01 `� oa za - o3 �M 0 = d; .! CO LO co r o � T T LO r i (0 Ili ^ T ai m LO 3 r— M ` N o z z E O E vi y r m c a U 0 Q p 0) JOB NO: 20-1784 SCALE : AS NOTED SHEET NO. 6 T/M 1-1 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 1 112" C H2.5A 565 535 -10-8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dxl-1/2 HTT4 4215 5/8" ANCH.1(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** - 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 1 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 518" ATR w/ 12" EMBED wl 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 1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY '** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10.17-19 LOADS - ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—Al SCALE: %4"=1'-0" ri a=r� -cam / ��tiiitfi tf/ppFf� r;: A ?_0 Z LC `I ��j�•,��ff \ 1{lili�� 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. IN Q o �rr8 N� 0 N V 0 0 O) c0 J M N C allo LL 0 NJ �,"'�,� -� L� LL a C" W tyNw N �LL a K .1. _3,` 13 d >< a a, 0 'D rn 0 Ix r-0,9 xmo W m 01 m W Z _LL � E°'co B o a O N O 0 M a a N M Z U J °< z ❑❑❑ z N g8 co z z S Q — J (7 tl O N z Q� �4--J (� U w C� `_- O — .W w V c E 02 �N o � to � CO U 0 w rn f— T E -'•...• I ' :E:$ = U • Y 0 A M C:,w Mz o Z Q Q E � io Wo 'z � >o as __0 a oCU (O —C �� a0 �� O z CDE cV t i o ¢o W z M Cy ZO NO mF zK Z J ?" <W ECn Z Cn > Q� sLL O �w W �ff oZ 00 < �< x0 xo' co V °Olio a ° 3 O c� /`JLO N T C L nn` O i..� m co r— O 0) TT VJ �� LO r I CO o C14 r ci c'M T o m z T E O iri N 77 Z a U ED Q p JOB NO: 20-1784 SCALE : AS NOTED SHEET NO. 7 1� 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 E as 8F441B/1T8F40113/1T 8RF400B/1T 81F321B/1T FORM do GROUT SOLID O _�Z !• W C NT J If O /5 BAR CO. 8F12-1B/1T 0 V' LINTEL DETAIL SCALE = N.T.S. E E � I e I IT TYPE DESIGNATION #5REBAR MIN. ATTOP (1) REO'D ALTERNATE POWERS F = FILLED WITH GROUT /U=UNFILLED R = RECESSED CLEAR .LEA STEEL LINTEL G QTY. OF #5 O ° ° REBAR @ BOTTOM ° OF LINTEL CAVITY G M.U. #5 REBAR AT TOP Q a w ° ° ° MIN. (1) REaD 1-1/2" CLEAR F 16— B/ 1 T a � ° a 6 6 z GROUT D � 0 ° ^ J O m Q L 4 C.M.U. NOMINA QUANTITY OF ° 5 REBAR AT rn la- = (nrn w 4 - WIDTH #5 REBAR AT ° O BOTTOM OF d w TOP LINTEL CAVITY o O 0 n \ nn v NOMINAL—° —BOTTOM o 0"z " HEIGHT REINFORCING Q C 0 ¢ 7-5/8"ACTUAL PROVIDED IN Z iL o Urin D D 8" NOMINAL WIDTH LINTEL Q =' b 3:1No � ¢ a �o �, <o 5 REBAR AT BOTTC AS INDICATED (VARIES) v~i Z-?,—i MATERIALS 16 GAUGE POWERS c precas Tintels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 1. Refer to manufacturer's specifications for installation. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturers specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) CF) C� 4'-6" LL 4'-6" LL CE) 6-10" LL LINTEL PLAN - ELEV-Al SCALE: 14"=1'-0" ns I i /O / M W - J N ,. ,w 13 '4rCSS�o f��7''Fr{{9ili•ti�1�'�\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. W i F sco } pp E N n CON C LL rn at00 0 a)M _j*w LL �2 u a LL fJ' a > LL 52 a rL ti, IX 0i o i< Z aul XF maro_ °.00 z W W io o � rD Co toIL �? Z 0) 0 0:0 rn NQMZ U0J Y� t < ° ° ❑O❑ k W Z N fD Z o Z v Q J M d N C' N o 01 D w a--+ (6 U w � Ow F- c EN � ~ 0 U 85 LU ~ T E I 5 Q �Q o M Z w z i o Q E Zo �o � >o Qs Z® oa Icc O lu ° O O fu N fu n aZ O ao wz a L C o 0Y N m0 Z F ZOJ N�Z d m 2� °W 50 W Q U 3 LL <10 a nw = G o <� >O Mj CID a ila O0 3 2M = � CC ai ^L1 W c� ! ■cc CO N f ^ aC L O m Cfl � _ .� c ■� J O r 2 CO i n e— ui m w Li) T o M � v; N o Z Z E 77 `m 0 E U J v a3 cc Q 0 c 0 J JOB NO: 20-1784 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 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 Ys INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL !WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1 ■ LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Yz" GROUT FILLED MASONRY Y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-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 (318" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least T-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- Toprovide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpov and mortar along the foundation perimeter must be removed be orB exterior sollrtreatment. 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 install after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites, The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES, NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". 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. iL:R= i - -� ! 0 W . �•- �¢ F �- Q ✓1• "?OF -SS\ \\ >> To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E IT pppp O IN i! p, �. ti O C) co MNN co LL fh Q, # N Y LL a W ILL Z CL vrnvo 0 c Imo Imo W 2 ETrn - Zz A NIL O d' 10,N A,Q M Z U J ° ❑F M N M M '- N M z z o Z d N M V) z _ U_ 1V/ Tl f13 � O c c �N 2 : r.> :fy _o U 0° d w 2 e �Q c ¢ o sin o cio w M 0o Z LL_ E z® a E v w° oa H -� 5-0 a0 0° DV Z � o � o � z a �w p C o <o z y �x m� o z`W >Z z � �� ' a� �a 8 zz Qo �w W T U Sao F �z =1 � w w� >O o (O a 0 � Cl? = > ui W m 0 ■= � T aa L m _ r � a) T CO LO to � O T m T M N CV o Z z E O E T w ro IL U � Q p = JOB NO: 20-1784 SCALE : AS NOTED SHEET NO. SN Car ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + '_0" (TYP.) + + + + + 6'-0" + + + + + + +++ r + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ++++++++ + Oli — 15/32" CDX PLYWOOD OR 7/16" OSB \-RIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood Panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK BOND BEAM w CONT. #5 Q STD.90° 7 BAR > HOOK BAR #5 CONT. FROM 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 '<':�> PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW 0� FOR BLOCKING/TJI `MASONRY WALL OR INTERIOR BRG. WALL . TJI PER PLAN OTHERWISE SOLID / BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS DOUBLE JOIST CONSTRUCTION SECTION @ I NT. BRG. WALL (Not required if both loaded equally from above) N.T.S. r Filler blocking 1/8" min. } Small gap 2" min. i 2" max. 4" max. -- 1/8" gap Web Stiffener Fastener Schedule - r Joist Bearing Location - Series Depth _End Intermediate I'll- - f ` BCI 5000s® 11-7 8"t2-8d 3-8d - 2-8d 2 8d_ / ,2 Clinch nails I —T 14" 2-8d - d --- - --� when V'✓� 9-1/2" -2-8d 2-8d - ✓, BCI 6000s@' 11-7/8" 2 8d 3-8d _ possible ✓ \ BCI 6500s® 14" 2 8d 5-8d 1) Support back of web during nailing to prevent damage to - - _ 16 2-8d 6-8d 117l8' 2-8d 3-8d web flange connection. BCI 60s® 14' 2-8d 5-8d " I P 2x4/PI I hood/OSB web stiffener \ 2" m" min. -- O 11-70' 3.16d 6-8d 2 Block solid between joists for full length of span. 9 16" 2-8d 3) Leave 1/8 gap between top of filler blocking and bottom of top flange. � 3-16d - 4 Place joists together and nail from each side with 2 rows of 10d nails � BCI 90s 14 - _;_5-16d : 5-16d - °g required when indicated or 4" max. 16" 6-16d ' 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER - DOUBLE JOIST CONNECTION top flange ctjoist. Birdsmouthcuts.. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker ' 11 lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" `n 10 STUB -OUT FOR 1'-0" o 0 GAS METER 0 o d' V 9 O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Boise Joist Blocking Use 3" (10d) nails at 6" o.c. <�>I, Load bearing walls , i higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls (quash block) 10dnails SECTION @ INT. BRG. WALL require additional consideraGon.— 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch Je or drill flanges 7=ROUND 6�.A 1 2" ROUND HOLE MAY DO NOT CUT HOLES BE CUT ANYWHERE INLARGER THANTHE 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 1Yz" 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 US►NG A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. SIMPS( w/ (22) NAILS 1 5/81 THRU BOLT SIMPS( w/(22)' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION �11711�11'7111a11�11�1�� i Backer block (12" wide min.)�( ICI II�I�I I —I I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM •. SEE PLAN FOR °• • . • • Joist hanger a. �FOUNDATION INFO a. 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 —r -�- -� Backer Block — J 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1l4"-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 �� ----- J requirements -0.6 X Joist o ' depth ` f , I -JOISTS BUCKETS N.T.S. GRADE ° REINF. SEE PLAN FINISH GRADE �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION a@ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF i 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" v CENETERED @ PIPE PENETRATION 12" BELOW GRADE d •. a o d: a °- ... Tj� • • 4 PLUMBING LINE PVC OR SCH40 SLEEVE d ° 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 Z SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE A,. ° a° a d a G E / °a �\ . Az SEE FND. PLN. SIZE & REINF. fLA ,` tli11t6faa� �• =U cA; 2 F �04,� *........ Cyr S\O �� \\ ��?OF \ < +/rf1111 liil�k�VAAA To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code . Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q CO 8E (coCpp OO8 - N N i! J FA O M N c LL ... J Z}N La. N- J W v)t, i ? a U. L - Vi M Lu Lr_ rn 4; F I M wU, cCL � n 0 19 0 a °' 9 m m° Ip W ro o n CO 2 Ern°' J o a Z LL N O N O U 0 ._...._ z -1�a4Z °< ODD z N z Q (Z N N o Q) M M w �U O w N c o � N 2 o 3e U y U m W �p�p 1 U Q A Y o w M N z Qa E o �° z O® a ca c R OCL 0 O E CD N � a °dz z o ao ¢� a �z d i �= oVOxz tl mz Z Qi J < w z a 3 ° �o n �w ao �LL �� ¢ y i3 O ¢ .i GOOD ozl < a U 3 0 2 Co = N ai m ^L W m LO N r Q I1 L.L C 0 0 (� m O LO T co LO T m '^ Tvi M T N o Z Z E 0 m T `m a E U Q pM JOB NO : 20-1784 SCALE : AS NOTED SHEET NO. SN 1 3 n`> a> 's 0 J co i 0 i _ Q rn x u� 0 J 00 I 0 3 a 0 0 a E q> E 0 x `v C J Cn U 0 U U 0 v a. z W i 0 0 U J t.i CD O a0 M 0 0 o_ N N 0 W 0 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / IV 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 PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - J @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II 1° (#15 OR #30) UNDERLAYMENT— FOR ROOF PITCH 4:12 OR LESS. D PRE ENGINEERED WOOD TRUSS @ 24 O.C. U.N.O. HURRICANE ANCHOR @ EACH - I ,ICI I t—I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8--6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH o r ITi—II r TRUSS (SEE UPLIFT SCHED.) W/ 8 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 ELEV. VARIElk FOR ADDITIONAL SLAB — INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 'ULN.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 112" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD I PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Cot CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE IOU- CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE N ch 10- 6 MIL VAPOR BARRIER ; p r 1 � . Cv COMP. SOIL. ° (COMPACTED TO 95% — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT.—/ (1 STORY) STD. 90 HOOK (SEE U.N.O. ON CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS—]�O.H.D. RECESS z II M '—III —11 I I I—I� • ' �. " y � �—�- � 1 r . T t. :. 4" -I 60 LL II II — II- T III_TII •y Ll I r SEE A/S3 OR J/S6 I �t I0I= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (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. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY SCALE:3/4"=V-0" S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 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. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS 5 „ „ „ BLOCKING @ 12" O.C, w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 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 ONLY" SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0 -0AIN OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2� 6 x 6 W1.4 x W1.4 3 1/2"MIN. WWF OR FIBERMESH 3112"MIN. V WWF OR FIBERMESH ELEV. -0'-31/2" z A.F.F. o II.I ° . ° , o = o ° e — TV _ �I I � I'3 1/2"(min.)- 4" - D e ° — CI—' 1/2"(min.)- 4 N 31/2" min. - 4" 111= ' —IT1 �LI 11/2" min. - " =1 I �I I II ��II , —III=1 =1 I r I I LI �� !..'I I I I —I I I I I I I I''(2) #5 coNT.I �'t ;i; 4" 1'-4" 8" (2) #5 CONT. 4' U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP KCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" II S3 GCr' PE0 sEGU ens 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS () °� APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8' THICK. K.O. BLOCK (10)10d NAILS @ 24" O.C. VERT. OR 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J SPACE ANCHOR BOLTS 6" MAX FROM 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE ASSUMED FINISHED .; PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR UJ ° GRADE N �, D D T c7 � I_ _ -0 D z FINISH GRADE °O M GRADE 40 MIN. F = 40ksi a #3 & #4 LAP SPLICE y- [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30"MIN. LAP] m ° 111=11 1L ° � (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E E 6x6W1.4xW1.4 WWF OR FIBERMESH V? i ° D _P II-III-1l—LL- 1I I I=T r J) ° D =11 =— —� 1I -T . �w �, C�CTe O° LL1 7 °O 6 MIL VAPOR BARRIER =1 I= �I 1 #5 REINFORCING BAR R 17/8" — .III N z 05 I asAPI IrF (2) #5 CONT. I - III II III —III III —II ° i� *FOR BEARING WALL = — =1 =III=1 —' COMP. SOIL. (COMPACTED', W/ UPLIFT ONLY _ _ — _! —' 95% MODIFIED PROCTOR ASTM -1 1=III-1-1-1-1-1-1-1-1 1=1-1 1=1-1 D1557) 1 I 1 II 111 ICI rll T�-r I. III III III III I_I—III- 4 1-4 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" A a SCALE: 3/4"=1'-0" GRADE 1Tr LF, T Tr I I —I 1) #5 REBAR w/ OPT. 'CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" c O.H.D. RECESS E CV M C'4 a .. . . C`') ,a.' TI—III ;' :. ,,, _Ii 00 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2HOLD GYP. BD. " 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA& INTERIOR a d -3 1/2" • .J CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 E_ N II=III- I- - M 6 MIL VAPOR = — - BARRIER 10" #6 REINFORCING BAR #5 STD. 90 HOOK REBAR DETAILS F SCALE: N.T.S. 13 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & L . f CONNECTION INFO d � I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE 7/16" MIN 7/16" O.S.B. SHEATHING o.s.s. Z ATTACHED PER NAILING w SCHEDULE CC a COLUMN LOCATION < > J 6x6 P.T. #2 SYP W LU ABU66 —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 �:'-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 F\I SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER _ 0'-0" FIN. FLR. COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 �� i,a. • i SEE FOUNDATION a.a CONC. PAD INFO. TAPERED COLUMN FRAMING rCD12 SCALE: 3/4" = 1'-0" ON 3" CHAIRS (TYP.) 1 8„ 1 1,4„ 1 8„ 1 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VARIE 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) I WWF OR FIBERMESH SEE A/S3/J/S6 --` I FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �` SLAB STEP & RECESS (@S.G.D. il" M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. `;' ' C) 00 GRAD ) (� LLJ J —III—III d a �� -- —III— W LL � 4 ' � I -I I I71 I -I I I ! I =1 I I I i- W III 11-1II—II=III=II I= III=III—III FOOTING v -i 11=1 I=1 11=I I f 11 =1 I I-1 I I—' BEYOND PAD REINFORCEMENT ' -1 l i—I I I=I 1 1 (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 -1: _j •r .•, E � ••E f'\ o 0kvr E 4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code . Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. m 8 N O N �p M N ,� N 00 0 0 a: "' , f71 J � O LL N J 7t LL J d � LL a Z-0U')0" 2525 � N M S ai E u- w W LL a 0 W o Y 2 o 04 m COD W W Fa0 0) Em a J a Z IL a � N 0 N a M z < O O U H J Z L) ❑13❑ W z N O z 0 Q toCD z a LL .N N x w a o 'rC' U Q O V'1 w M C Eo �N a U M") w �- o � I N Q 0 soy r_ o M N� z z M J o � < < f os E Zo �z wO �0 ?® oa _° Z IT� _ O C VO a a z CV z <o m� Na C Umr O 'z Z Z Cl)Cf' NU O zz < Uz <0W �Z w 0 I� O CO w< s. O o- v zl< 3 �M .o = US L � rn ^1 W Co � Cfl LO 4) T Q C: ` O Cfl m M T _ o Ln ^ 0 f m � T CV) o Z E Q E m r m a 0 -j < o JOB NO: 20-1784 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 a rn c -°v CID C i a CD v O J I N i 3 Q N N i E 2 0 c N J f1 0 U i N 0 C U i t Y i o 0 0 J N 0 c 0 a rn N N 4 0 W 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY EVENL „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @8"O.C.OR4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" TO DRAIN Ct 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL CLEAN-OUTrA WALL (2) 2x HEADER PER PLAN SCALE: N.T.S. 14 2x BOTTOM PLATE W/ (1)10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE VARIES O.C. TO EACH HEADER FACE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD Z:Ty7p) SEE ELEV. TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 UBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT DO TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE -i 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 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD --- SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL d 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J _ < T— LAJ r > 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR . , TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a ° g ° SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. r�� SFF w 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ot VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 3E SIMPSON SIMPSON 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL e °a a 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILIS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 [BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) LU 0/C FIELD � ? a 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 7111 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD I MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCKUn— TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE OVERLAPPING 12" EPDXIED 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 4g°SPLICE STAGGERED N. �49�N li A 10d @ 8" 0/C O�ST• ' . ATTACH ALL J EXTERIOR STUDS W/ 4b16d TOENAILS TO P 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 J SIMPSON Q SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SPi SIMPSC SP4 BEARING WOOD FRAME WALL ,J SCALE: N.T.S. 4, S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 wl (18)10d NAILS (3610# SPF) ° o HTT5 wl (26)10d NAILS (4670# SPF) o ° • DTT2Z wl (8)114" x 1 1/2"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 wl (6)1l4" x 21/2"SDS (2215# SPF) HDU4-SDS2.5 w/ (10)1l4" x 21/2"SDS (3285# SPF) HDU5-SDS2.5 w/ (14)1/4" x 2112"SDS (4065# SPF) • HDU8-SDS2.5 wl (20)1/4" x 21/2"SDS (5665# SPF) ° ° • _ _— • HDU11-SDS2.5 wl (30)1/4" x 2112"SDS (6865#SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8 FOR DTT2Z USE 1/2" DIA. x " EMBEDMENT wl WASHER &NUT C • A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT wl WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10 NA S 4" (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 @ A 10d NAILS @ 6" O.C. / STAGGERED ST GG In 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) A EKED 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— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. 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. SCALE: N.T.S. M]i CF L— i - caf — 'd �C��; r, — -� � .. j ��i•� • J •. F\- 9`0FESSt0 111i1M�� 1 ` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rn Q O pppp O 0 J O N N C '� oo LL 27 9ai LLdNLL Q aW ' yC,,CDaiirmi Cr @fig Wmo W 0fl- go N Q M Z z U H O V ❑ ❑ ❑ z z � z a d N � M 0 GAz� — !� U � OW N H _ i .s= R'�'ifs p U 00 w 12E — O I O y c � • o w o f0 E E — oLL G r 4 E O0 wz Z® oa w� M 'v _° g� z o E N �< o °wdo az ww �_ =@ Vi <o O 1., w mm FF °FF > Z Z � J m �m iZ �� o� go a N F W U <o oLL 3 z �Q (=_9r ;o o il< a 0 3 0 M 2 = 12 m ^` W .= C.0 N > r .-. O m C0 ^C1 cc r � 0 � O ■ � J O T� T O ui E 10 M ` a z E E O m r- a E 0 2 ¢ o JOB NO : 20-1784 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ 2 16d NAILS SIMPSON H1 OA w/ 18 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () ( ) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE @ 24" O.C. NAILING SCHEDULE FOR OU I LOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR r24"MAX.ROWSOF 45° ± TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2) 10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON 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" OSB SHEATHING ATTACHED I cr I THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. p INTO 2t7 • "x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48' O.C. WEEP SCREED EA, END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM7 SIMPSON HETA20 w/ (8)10dx1 il/2"N�AILSAT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMO BLOCK - MOISTURE BARRIER 10dx1 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" 1 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) BACKNAll W/ (2)16d NAILS A SP8 FOR 2x8 WALL) L SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/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) 1 Od & (2)1 Od 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 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" 10dx3" @ 4" O/C SDS SCREWS SDS SCREWS TO TRUSS & (4) 1/4"x3" TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SfJ SCALE: N.T.S. 15 1 Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J r r SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR • NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING 00 °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 1/ " 2"x4"CROSS BRACE VA 24"'MAX. EDGES OF -WOOD TRUSSES �° 80 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT L BRACE TO EXTEND 2x4 RAT RUN BRACING 1 12„ ' 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 TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16dOSB 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2' x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2) 16d NAILS W/ 1 SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. F STAGGERED 30d COMMON WIRE NAILS STAGGERED 10d COMMON WIRE NAILS 0 STAGG STAGGERED COMMON WIRE NAILS OF STAGG 0 S AGG 30d CO 0 FIRST (4) ROWS OF TRUSSES FROM EA. n E ES AND 12 O.C. FIELD - 2x4 BLOCKING @ 24" O/C w/ (2) 16d TOENAILS @ EA. END (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL NOTES: END TYP. TOP & BOTTOM ATTACHED j /'JACK TRUSS =yam / SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -�> -ARCHITECTURAL FINISH 2 ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ Y 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION IT NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTIONtlg - ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE. N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT 11NIMUM 2x I OVERLAP TRUSS BRACING ;ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN OR WOOD TRUSSES OCATIONS) 1 Odx3" O/C @ 2"x4 TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj-� SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING rM SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. '\ S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1Od 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 HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU Ht--- 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" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL/'-6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. aq 01 .1 INIIYI� ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS^^ ^ - I -I. ULPII\Il 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 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION i i. L� V / < ^s. ; •= To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. \_ 8 N N f) 8 "IN m S OND LL # 0 0) "' �LLN Lit (L Q z �°;� W ai r iL a a it <rn� 0 o m mmo W mor- g o) E J a Z LLW �9No �C' U 0 z NQr>z ° L) oao W 0 c � z o z c a o N - CD v _ U W O � a 0 V) w � c o �t/1 o o � � � m w ~ m E s l �. o Q o S� o M r< w z Ms J z a � LL N w ¢ z o z o N Q d O V z o ?® oa I_ M o E x < o uo 0 0 o� dz Z N wo o w Vi amo o °zr Z� a` J "m < • ,z 2. N a� oa o dZo z Nw WN U <o °' i o w� <� ;o a V A 3 o Cv = > ai nL' W m .= CD LO L /1 O o T O O ^ T ai �% M o m T vi CV z z E O ;, C ca a E U ° ¢ p JOB NO: 20-1784 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER1.4Eit 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CON MAX PROPER INSTALLATION 8„ DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. lx4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING „ �� 1 1 3/16 0 X 3 LONG FURRING (2) ROWS 3/16" x 3-1/2#5 FURRING REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELDTAPCON. O.C., BOTTOM2 ROWS STAGGERED 4 INTO TAPCONS TAPCON @ 16" O.C. &2X8 STAGGERED @ 16"BLOCK@ (TYP,) SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ M.1X8 O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH _ �� A 1 1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3�� DETAIL j D. 90° HOOK (TYP.) STD. 90^ ` �I @ TOP & BTTM CHORD, AND (8) 1 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT Q ME ALSEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL EACH END W/ MIN.TO APPROVAL FOR CONN. PRODUCT 1x4 LNC AP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"I/, BOTTOM OF BAND JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. " FURRING+2„ NOTC @FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. °� 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' - w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES ` BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION ("H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE. N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK am SECTION A -A UPLIFT CAPACITY _ ' W/ 1l4" x 31/4" TAPCON (1 114"MIN. 16100 #FOR 2 STRAPS FILL 1st4COURSES ' EMBEDMENT INTO BILK.) 1/4" MAX 2'-0" 8„ :' . SOLID W/GROUT • ,r 1 PLY PRE-ENGINEERED TRUSS . 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)114"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE .• BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ~ 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2° BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. . •. SCRIBE (NOTCH) FACE OF ARCH W/ (3)1 Od NAILS OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL :�... CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR-'T x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) ( ) * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2) 10d NAILS @ 8" O.C. K�_j 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ x �� Ry TO TRUSS TOP CHORD qN ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. �FNGr 11 j 1-Orr 51-0 SCALE: N.T.S. SS 12 + y PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24" O.C. + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + qw- ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED ALL REQUIRED EMBEDMENT INTO ) PER NAILING SCHEDULE TO SUPPORT #5 BAR /4" MAX 81, 2'41 TRUSS + SOFFIT p p , p ° 10 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS �N10 + � ° CENTERED W/ g 9 I o _ IN TOP 1 X 4 FURRING BLKG. &BUCK H2.5q 2X6 TO 2X4 8d NAILS( ) EACH TRUSS X4SYP°° o ° KNOCKOUT / c:4 o 1 CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d CONNECTOR '�� PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE 2 MIN. O PROVIDE 2x CONT. W/ (3) MONO FOOTING •° ° SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL - - ° AND SECTION DETAILS BRACE EXCEEDS 24° BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL D ° ° D 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SOFFIT D Z TO BE INSTALLED TO 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION P 9Y HOOK F4 #5 BAR IN , TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") - BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" � � � � INSTALL WDW, SCREW----"THRU OSB INTO 2 x 8 O.C. "- ,. "- ,. "- ,. "- ,. ilk ANCHOR INTO ARCH BLKG.,• STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ ENTRY rL_""� SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 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 "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5 BARS 5/8 ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) T IN. 3"CONTOCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a XIE z zo IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g'_0'� � EPDXY MIN. 6"EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 o A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o o v a. REINFORCING AS FOLLOWS: " a j * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT — — r p a J #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EXISTING FOOTING a � (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL cCl)N FILLED CELL SMOOTH. DO NO FURROW. ° ° DRILL 3/4"6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. > 1 SET BAR IN EPDXY ; FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP e ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ° \ REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. _ \ r H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 00 �� TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL' \ (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. �l C ?� i ` •� (:j V •• ✓� E \ iS aJ O F OI l 1 \` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q E Co co O V N 'o # Op O O/ c0 G Lo U J co')NN C LL. m"'S,-0 _j,� W in vi M W W a 0 o'ii a a U) Z 0 0 x ILp NQc�Z V z (3 ❑0❑ W �; N � z � g Co z Q o z o � (1103 � LL V W Q o Q Ow c/) �NAl � c E o � 1' � U M r— T E I C� 'o Q o ° �0 o �zM M a zo z < U_ i. E 0 E V zo oo <_ >o ¢s z H x0 ao0� U0 Z�E aZ ra C C ¢z Y N U ° m0 o z in J <W 8 o a W C yE =3 o w wa �0 >° a c0 ct z a 3 L ai (0 �MM= LO LPL O Q ILL o L m c T rn J o Lid T = COLo o T m T M 04 o Z z E O E r 2 U a M Q p c CD JOB NO: 20-1784 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB_+1 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. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD 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.Ar ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING r SCALE:NTS -----/—WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZf & ADDITIONAL INFI SCALE:NTS >IMPSON HUC41 Owl 6d INTO HEADER & ( Od INTO BEAM - SEE 1OOF PLAN FOR MOI uFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO r1IlT1 A OPTION A (2) 2x8 #2 SYP wi 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 SEE PLAN FOR CANT. SCHEDULE/PLAN OPTION B COMMON BM. TO -POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER J SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" r r F. v.Ill. v. BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING REM SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 6 SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS — OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS VARIES h 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/(10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR r 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE ; OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP 16" O.C. SPF 4 ICI EXTERIOR SHEATHING INFO. () -�/(— _ COMMON TRUSSES. 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP --�- —►� SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON ` ATTACHED PER 4 TO TRUSS W/ 2 12d TOENAILS PLATE & (2) 12d END FOR CONNECTION SP1 w/ 10 10 NAILING SCHEDULE Z u ( ) STRUCTURAL SHEATHING MIN. (2) 2x4 ( ) d NAILS EACH END (BETWEEN TRUSSES NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING 7 SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SHEATHING ATTACHED VARIES SEE PLAN ' PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d if VARIES W/ -- 2x4 BASE PLATE W/ i NAILS 16" O.C. ALONG W/ ROOF SLOPE FOR WALL LOCATION 1/2 PLYWOOD SIMPSON MTS12 w/ (14) 10d x SIMPSON LSTA30 w/ WOOD WALL (22) 10d NAILS OR (2) 16d NAILS TO - 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON ,�' BELOW @ 16" O.C. MIN. 2X4 #2 SPF STUDS 14 10d x 1 1/2" NAILS TRUSS/ FRAMING �z OR TRUSS. 2X4 CONT. W/ 2 @ ( ) O— TYP TOP &BOTTOM PLAN 16d COMMONS � 16" O.C. W/ EXTERIOR TO FLOOR GIRDER ---------------- SEE NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & a • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO - -- t- a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD FLOORING TRUSS OR PLATE BELOW - MASONRY WALL BEAM BELOW: SIMPSON HTS20 w/ SEE PLAN FOR4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OEE TR SS PLAN a 24 @ --- -- R BEAM ( ) 10d x 1 1/2 NAILS 4-0 O.C. e MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER TO GABLE TRUSS W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE o 16" O.C. MAX. 4' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL r7 SECTION @ ENTRY $ CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS DETAILS & SECTIONS =_ _J J\ jr �' LLIL I N •\`�� U ,SQL �• • 5 M �. F� d �' *�'• O F E S S� "'/!}111 I IIIl1\`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 Edifion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 'm� Q _ co E co o g8 04�` p Cl 'n J ci 0 in N (� N ^ N c0 LL M N W j a LL co U.1I, a c W aw a > Zato0) 0 .�" 0 Wzo C� mmo W 2 E T cn s p a Z IL MQ o <o� NQM2 0 _j Z �� ❑❑❑ W Z N (O z Q = J M � N N M zCzo a) LL 4--J U tin Y CL � Q O PT(DLn E �(ao ' �� s U °' m w @ E 0 I i _ y8 =� U e o c � sm o �w co M U z S o Z Q U_ QE o Z z 0" oa n] KO 00 O�m=O Z N oi zaiz w wO m oz Z �kZ 'w m o9gU ZZZ w cO _�WN w >° o co � z a 1M :� L t 2 ^' W .! (.0x L_ ' ^ Q C^ C, O m co CO r W T 0 O) T 0 T y (0O 3 T CV) ii 04 Z m z E 10r cc r_ a E U Q p JOB NO: 20-1784 SCALE: AS NOTED SHEET NO. D 1 - _ I �IL 1 I FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in BARRIER WOOD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include SELF -ADHERED FLASHING 3�4"-1" BEAD OF CONSTR. O.6 Cm : 30.5 Cm flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to TAPE EXTERIOR ) 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 WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND is described as a material or assembly Of materials applied on the exterior side of exterior walls for the purpose of providing aweather-resistive (ASSEMBLED WINDOW) OR EQUAL WEATHER PROOF CAULKING EXTERIOR Y pp p p p g 2 0 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and �- WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH UNDER DECKING SUBFLOOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRUXTIONS: 1 RIM JOIST (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. Cut, fold up & temporarily secure weather resistive manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 1 R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a AND WATERPROOFING METHODS TO weather resistive barrier 3. Fold weather resistive barrier back over head Q water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be BE USED. flashing and seal with tape installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. TS SELF -ADHERED FLASHING Scale: NSELF-ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed 1 drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING y ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity 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 WPOt) P ) 9 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 of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING � SELF-ADHERED FLASHING, BEFORE FOLDING, SCORE r RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish VERTICALLY FROM or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanically attached flexible flashin s shall BOTTOM OF q 9 Y 9 THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 2 3 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SECTION -A (SEE DETAIL WP02) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2 SELF -ADHERED FLASHING Ij 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE 1 4 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMANVDMA 400. DO NOT FLASH OVER 2 SEAL TOPS JOISTS 1 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM NAILING 8 UNDER DECKING �f FLANGE (SEE DETAIL WP07) 2 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING , • 4. Continuously above all projecting wood trim. HALF ROUND WINDOW , EXTERIOR DOOR WITH DECK , INSIDE CORNER 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. �Ground� 7. At built-in gutters. SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as# in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN .E AM SELF-ADHER V illeNZIO:»r_n SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Z a_ III a- ct Cr Lu LU a n- (� W LU W U WLU CO LIJ CO SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 PLASTER STOP rry CONTINUOUS BACKER ROD & SEALANT A G 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 III THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH�- PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS LSSL�IISSS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB i BOND BREAK WRB NSF LATH ER STOP A NUOUS BACKER ROD ANT VTITIOUS FINISH 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 \\ I -_ II' I - C, i i i 0 N O N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. f r E o N � ci Mr- m.5cvLL ID y 9LLL- t'n a - uj M S u- 52 w 0 a it Z0Za o m fY C � m Co Co ? ILW E Y co co Z¢ NQd< O U t- -j Z L) ❑❑❑ W CD Z QQN Z O Q Q J M O � lh N CD o CD +-J N x Lu o U Q Tom+ O to w F- o o 2 U e Q o o w M zo z z ILL Q o z ❑ w� y o Z® ❑a Ico '-o o❑ _ ° O Z CD ro E o� a z �o Qo z iz �J _ p N C C .x o m� o z" Oz Z N Jj m < ¢w N ° z z W C) o oLL !E- w0 �� =3 o co o< ;o a o- za o3 0 cM = >� .!LO CO N '- T ^ O o CO nW` m C r 0) ■� J O LO r- 2 CD � oLO r s"' M y N o Z m Z � E O to .- ru cu a o . U � a w Q a C � JOB NO: 20-1784 SCALE : AS NOTED SHEET NO. W P HURR/CANE Daunting Bracket& (10 Gau"i 4-112y x 4-1 /2' x 2-12" T I 0 10 See Anchor Schedule Bolts 112"` D1a. A32S CaIv. (TYP-) . IT Washan Self -Locking Nuts Back cross support ` (May be colt to W) Right Biacket (16 Gauge) #14 Self -Drilling Screws A/C UNt Bottom Edge "'-Hurricane Strap (Typical:3 in front) Front Cross Support (May be cut to W) Left Bracket (huge) #14Self-Drilling StrmThru Brackets & Back Cross Support into A/C Unit Bottom Side (Typical- 3 each sitie for hurricane use) *n-,bL atsliiur iun -net Lit= air Inr inth ra%t Hurnr.tc An 11w- upon 1-1 No y Florida Department of Business & Professional Regulation Page 1 of2 Building Codes and Standards 3rM2018 Product Approval Application Detail 22a EMIN or Date Pending Data T�pg version Manufacture CaMact Erndnea 6 Llcarnse Validated By Vatldated FBC Aporovat rADo ovad Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. IOM 22017 10/10/2017 10/172017 12M22017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfcoastsuppty.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F. t 01111 .Rs. Products Quality Assurance Approved for Use Approved for Use Impact Deslan gggM Product Model. Number or Name Product Deserlptlon Corrract Expiration Date In HVNZ oUSslde HVFtZ Reship �gggyrg 1 0.032" Aluminum 5V Crimp Min 0.032&quok 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ over 15/32&quct; Plywood -108.5PSF 2 0.032" Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 18" Wide 04/122024 No Yes N/A +N/A/ Roof Panel over 15/32&qud; Plywood -116.OPSF 3 1&quof: 249a. Gulf Snap %qua; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS over 15/32" Plywood 4 1" 24ga. Versal-oc 1&quok Versal-oc 24ga 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15/32" Plywood -138.5PSF 5 1" Versal-oc .032&qud; Aluminum 1&quot: Versaloc min .032" Aluminum over 04/122024 Yes Yes N/A +NIA! 15/32&quok Plywood -101.OPSF 6 1.5" 24ge. Gulf Snap 1.5" Gulf Snap 24ga. 16" Wide Rod 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -116.OPSF 7 1.5&quof: 24ge. Versal-oc 1.5" Versal-oc min 24ga. 16&qud; wide Rod 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF 8 2&quof; 24ga. MegaLoc Min 24 Ga. 2&qud; MegaLx 18&qud; wide Roof 04/122024 No Yes N/A +NIAI Panel over 15/32&quof; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quof; Wide over 15/32&qud; 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/Af-93.5PSF over lx4 Wood Pudins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem, 1 3/4&quot Snap Lock, 04/122024 No Yes NIA +N/Al 18&qud; Wide Roof Panel over 15n2&qud; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 28 Ga. 5V Crimp Rod Panel over 15/32&qud: 04/122024 Yes Yes N/A *N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&qud: Plywood 04/122024 No Yes N/A +NIAA131.PSF 14 26 Ga. 5V Cnmp Min 26 Ga. 5V Crimp Roof Panel over 10 Wood 04/122024 No Yes N/A +N/Al Purlins over 15/32&qud; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot: Wide Rod Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15732&quof: Plywood 17 26 Ga. GUIfPBR Min 26 Ga. Gulf PBR Rod Panel over 15/32" 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2 or2 Building Codes and Standards 3n0/2019 Product Approval Application Detail Quality Assurance Approvetl for Use Aooroved for Use Impact Ps41s'8! 1111111 Product Model. Number or Name Product Description Cordrael Emkatlon Date In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GuIfPBR Min 26 Ga. GUIIPBR Rod Panel over 1 x4 Woad 04/122024 Yes Yes N/A +N/A/ Purlins over 15/32&qud; Plywood -151.7PSF 19 26 Ga. GulfPBR Min 26 Ga. GUIfPBR over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GuHPBR over 1x4 Wood Puffins over 04/122024 No Yes N/A +N/Al 15/32&qud; Plywood -151.7PSF 21 26 Ga. GulfRib Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes WA +N/A/ 15/32&qud; Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRIb over 15/32&qud; Plywood 04/122024 No Yes N/A +N/AI -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GUIfRib over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/Al -159.2PSF 24 26 Ga. GulfRib Min 26 Ga. GulfRib over 1 x4 Wood Purlins over 04/122024 Yes Yes N/A +N/Al 15/32&quof; Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/12/M4 No Yes N/A +N/A/ 15/32&quof; Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15/32&quct; Plywood 04/122024 No Yes N/A +NIA/ -146.OPSF 27 29 Ga. GulfRlb Min 29 Ga. GulfRib over 1 x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 7/16&qud: O.S.B. -101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GulfRlb over 7/16&qud; O.S.B. 04/122024 No Yes N/A +N/A/ -116.0PSF Search Criteria Code Version: 2017 FL #: 11651 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL < LISP Connectors a +c 8imnann,Connedliam USP Stock No Florida Statewide Prod Approval No: Product APPr Evaluation Report Bas1s ism EXp Days ' Simpson N Stock o. Ftodds Statewide ` P I No. roductAppt�ova Evaluation Report s 18 13asi {?A ) El Daoa A3 FL172441 ESR-3455 12/31/2020 A23 FL10446.2 ESR-2606 12/31/2020 HD210-2 FL17232.3 ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 12/31/2020 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 H0410 FL17232.4 -- -- ESR-3445 ---- 12/31/2020 HU410 FL10856.9 ESR-2549 12/31/2020 HD412 _ HD610 HD0410 --- ---FL-1 7232.4 FL17232 4 FL17241.7 ------- -- ------------ ESR-3445 E S R 3445 ESR-3444 - ----- 12/31/2_02_0 12/31l2020 12/31/2020 HU412 HU610 HUCQ410 FL10856.9 FL10856.10 FL11468.11 ESR-2549 ESR-2549 SIM200804 12/31/2_020 12/31/2020 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/3l/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12131/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31l2020 HTT16 HTT45 FL17324.2 _ FL17324.2 Evaluation Report ... __....__. ....._.. ._...- ..---._ .._..-._-. Evaluation Report 12/31/2020 -Q26 12/31/2020 HTT16 HTT22 FL11496.1 FL11496.1 ES-0130 ES-0130 12/31/2020 ----- 12/3l/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 FL1D456.23 ESR-2613 12/31/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12l3l/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12131/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 HUS210-2 HUS212-2 FL17232.6 FL17232.6 ESR-3445 ESR-3445 12/31/2020 12/31/2020 HUS210-2 HUS212-2 Fl-los -R4 FL10856.11 ESR-2549 ESR-2549 12/31/2020 12/31/2020 HUS26 FL17232.6 ESR-3445 12/31/2020 HUS26 FL10856.11 ESR-2549 12/31/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28.2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/31/2020 JUS26 JUS26-2 JUS28 FL17232 11 FL17232 11 FL17232.11 ESR 3445 ESR 3445 ESR-3445 12/31/2020 12/31/2020 12/31/2020 LUS26 WS26-2 WS28 FL10655.111 FL10655.112 FL10655.113 ESR-2549 ESR-2549 ESR-2549 12/31/2020 12/31/2020 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 12/31/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LSTA_24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 12/31/2020 _ LSTA30 FL17244 18 _ ESR 3455 12/ 31/2020 LSTA30 FL10852.4 ESR-2105 12/31/2020 LSTA36 _.... _.__._, ... LTS19 ..._ FL17244.18 ........_.... . _..__.._ ..__... .. FL17219.2 ESR-3455 ........... - _................__. ER-0200 --- ._._.. 12/31/2020 _._._ . .. ......._... 12/31/2020 LSTA36 LTT19 FL10852.5 FL11496.3 ESR-2105 ER-130 12/31l2020 12l31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/31/2020 LTT131 FL17219.2 ER-0200 12/31/2020 LTT131 FL11496.3 ER-130 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 WGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 FL17244.23 ES _ ..__... ........ MP4F FL17244.24 . ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 MP5 FL17244.22 ESR-3455 12/31/2020 LS50 FL10446.16 ESR-2606 12/31/2020 MPH351t3 FL17240.3 ESR 3447 12/31/2020 WM1416 FL10667.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 MSTC40 FL17244.26 ESR-3455 -.- ----. 12/31/2020 MSTC40 FL10852.11 ESR-2105 12131/2020 .._ -- - -- ---. - MSTC52 ...._. ... _MTW12 _ MTW16 -.. -------._ FL17244.26 -- __ FL17244.8 .. _.... __. ..------.._._ FL17244.8 - _...._._ _.. _..--- - - ESR-3455 ._ __... - _ _._..._.. ESR-3455 ..__.___.-------'---'- -..._. _....-_......._.. ----- ESR-3455 ---- - 12/31/2020 --- - - 12/31/2020 ------- 12/31/2020 MSTC52 MTS12 MTS16 FL10852.11 FL10456.33 FL10456.34 ESR-2105 ESR-2613 ESR-2613 12/31/2020 12t31/2020 12/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12/3l/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/3112020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31/2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12t3l/2020 PAU86 FL17239.13 ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 12/31/2020 PHD2A _ ........ _. .--__..__. PHXJ3516 FL17219.3 '._..._..-...... _..--'. ...... _._.... ..... FL17241.20 ER-0200 ....._ -- - ...... _...... . ........._ ..__........_._ -'-._-. ESR-3444 12/31/2020 __---------... 12/31/2020 FGTR CS16 FL11473.2 FL10852.1 SIM200802 ESR-2105 12/31/2020 12l31/2020 RFUS FL6223.5 Evaluation Report 12/31/2020 1 1-11 FL10456.5 ESR-2613 12/3l/2020 IRS 150 FL17244.27 ESR-3455 12/31/2020 1-110 FL10456.6 ESR-2613 12/31/2020 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL1D456.7 ESR-2613 12/31/2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 12l3l/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 171-10456.13 ESR-2613 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 FL17236.3 _ . ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 12/3l/2020 RT5 _........................ .._.__.----- FL17236.3 ESR-3448 12/3l/2020 1-12.5 FL10456.11 ESR-2613 12/31/2020 RT7 FL17236.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2613 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 RT8A FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12l3l/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/3l/2020 SPT8 ._.. _.. ._ __.._... _...__.. ._.._ SPTH4 SPTH6 FL17244 32 __._.__..-.... .._..... .... .......... FL17244.32 FL17244- 32 ESR 3455 ....._.__ ._-.___.. .., __...... ..__. ESR-3455 ESR-3455 12/31/2020 __..-------- 12/31/2020 12/31/2020 SPH4 SPH6 SPH8 FL10456.46 FL10456.47 FL10456.48 ESR-2613 ESR-2613 ESR-2613 12/31/2020 12/31/2020 12t3l/2020 SPTH8 FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12131/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL17232.16 ESR 3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 THDH414 lJGTS3F U514D8 FL17232.17 ----- -- -- FL2033 1 FL17219.5 ESR-3445 - --. - Evaluation Report ER-0200 12/31/2020 12/31/2020 12/31/2020 MSTAM36 MSTCM40 HHETA20 FL11473.19 FL11473.19 FL11473.9 SIM200802 SIM200802 SIM200802 12/31/2020 - 12l31%2020 12/31/2020 - LGT3-SDS2.5 FL11470.7 SIM200803 12/31/2020 - LGUM26-2 FL11473.12 SIM200802 12/3l/2020 PRODUCT APPROVAL SPECIFICATION SHEET (201s) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cate o ]S ubcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI20461.1 +67.0/57.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star NON- ( IMPACT) FL20461.9 + 67.0/57.0 psf 12l31/2021 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 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WinclCode 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 5/21/2028 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5600 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - 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 Undedayment 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 - FL784920 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum Gulfl-ok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 S. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N!A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE N O Cn V! U N QJ 2 f2 � -� O C .� co U - N CnCD O '� C C 0 U (a C) O Ca 1.!_ `'- O CU > - -a E O O CL CU -0 ._ Q a z Z W J 'W'^ V/ MC0 W OL CIO L� LLf Z J Z Q J a SHEET NO. PA 1.0 P W Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pp App Page I as 1211 2J2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product A Approval Application Detail Flags 3of8 12n212015 Florida DapsuM»nt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pape / a1 lanais Florida Dspartrnant of Business & Professional Regulation Building Codes end Standards Product Approval Application D�aa �i62oa+e 'C CD > �e 0 (L. L O O segos E^nty x 2A( 2a Date Pendinn gat! I= YlW9¢ jgymLuLg F13C Aaamwal Apore td Erle1 EngtT.or gift 211111 Data Pend- w" Ilse Venton MaalustlEri glntict EndmerBLlceMe Vtlidetaa ev yalldat.d Submitted FSC A--1 PMA22K4tgL,L R..n 2017 seen! 1 Therme-Tru Corporation Category: Exterior Dome eubCetegory: Sv4ngmg Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Pretlud Motlel.NumberwNenle a. Thems,Tru FTbar-Clessic and Smooth -Star Pock Meow Lyndon F. Schmidt, P.E. Ryon J. King, P.E. (419)296.1740 PE-43409 (813)767.6555 rickw®nubwgwratulams. com DudltvAvaunnee Protluct Dascdalon gwlt—tExdrell-Dab Nominal Sw9;8 &qu* Ncm-Inpact&gdd; Opaque 121372020 Edge Fiberglass Single Door OnsWng/QAswing; X configuration) 101152017 07/122017 10flW017 Aerreved for Us, Aoerowtlfer Uae 10JlYtli Outside HVHZ No Yes 12M22017 maa6t Resistant No Approved D.W., Praa— NA RevMlon 2017 FL120461A13 Products Sea! 1 Therme-Tru Corporation Category: Exterior Doors SubCategory: Svingmw g Exterior DoAssemblies Compliance Method: evaluation Report from a Florida Registered Architect or e Licensed Fiends Prdesalonat Engktaer Pndud Mpdyt. Numbs wNsme s. ThennsTru Fiber-Classk and Smooth -Star Rick YNigm Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (419)298.1740 PE43409 (813)767-6555 dcka�nvbidpcoruurams. can Duallty Aseurance Produet Daacdelion Cemracl Exolrstien Dab Nominal 60398 &quott4orrinpact&Wot; Opaque 125 2021 Composite Edge Fiberglass Single Door pnswlng/Outs�ng: X configuration) 12/13=17 12M 32017 121t12017 Apweved for Us, Approved for Us, 1n HVHZ Outside HVHZ No Yes 02/�t 8 Approved Impact Dayton $4algtad Press— No WA '2m mm Version Revision 2017 a au 1 l TMmlo-Tru Corporation Caagay: Entarlgr 00" MtIMeYy tCa: ewktpYrkr p EVeDoor Assemblies CeanpearmMl reach CrMlabrs Mark or users Led aM Bptotearussrrrk by ma-Tnawot. TMwas End& g 1ea� eoaoEr�.lrane VWrYd av Rik VftM NMlonel ACOOCROot& Ryan J. 10%P.E. 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(419) 29a-1740 Misstatement' (813) 707-8565 dolose AMpanYlartb- Corm gmdkAakmnu buboLoosom SO and dD Opaqus and Glis ed FBerpWa Dow with 12,131=1 end aMIaR SMNBes. kaNYe am otdaa�lg go Ra QdLbnmm 20 PWAwrated AnoWM 12r.V=17 09212017 12r=17 Antroband airUse Anoroved sor Lies, IMRIN its "vNZ gumai tr BEN" No YM No m Approved IIEmn fp WA �� /+ �R vI ♦ V cc U L- O Q C O O U- C CIO � "— ♦N O V J v � L N }a ♦/1 N � V /1 ij ^ 1 (n Co O ^ a rr ru Fber-ClassIc and SmodhStw Nomhual ;D d mpact p." 1 es w NZA Compotlls Edge FOer�asa Slagle Door nawgi X damn n) 6 f. Tharma-Tru From -Classic and Smooth -Scar Nominal Sr4R9;0 &quo ion impul&qua; Opaque 1W12021 No Yes No WA Composite EOgs Flosrplass Single Dow pnswingKXllsWng; X co inwaron) 9 I. Thermi Fber-Cassk and Smooth -Star NommN 6&M39;8&qudNorvimpad&q.0; Cased 121312020 No Yes No WA Composite Edge Fiberglass Bitola Doa pnswingiiOul"; X configuration) 9 I. Th—.T. Fir -Cleric and SmodMSter NomMN 6&039;8& qualTbrelmpeel&gua: Glued 12312021 No Yes No WA Composite Edge Fiberglass Single Dow n awl : X alienCo 14 n. Therme,Tru Faro -Classic and Smooth -Star Nominal OWS8 &quotNOMmpac(&quol; Glued 12/31 020 No Yes No NIA Carlposle Edge Fiberglass Single Dow Single) as Composite Edge : X coon Sinlike Dow Pnesne > 9: z configuration) siN : x aces Florida Department of Business & Professional Regulation Building Codes and Standards P.pe 2 a2 1202020 Florida Department of Business & Professional Regulation Building Codes and Standards Palatal I5020i8 Florida DeperhrarK of Business & Professional Regulation Building Codes and Standards pape I at i INXIS Florida Department of Business & Professional Regulation Building Codes anld Standards pop +a+ IAMIS Product Approval Application Detail Product Approval Applcation Detag Product Approval Application Detail Product Approval Applcation Detail FLM53322.R5 Product Qusi+n Assurance Approved for Ua Aooroved for Use Ib611A gWM Bea N Rodud ModN. NrrMw w Name Rodud datrlotlon CoNrad Emlrallon Data (p jf)QJj Outslda HVHZ Resistant Prensture 1 SERIES 420 ALUMINUM SGD SERIES420ALUMINUMSGDOXO 1213112020 No Yes No WA 145-3/a&qupi;x80&qud; NON -REINFORCED 2 SERIES 420AIU11INUII SOD SERIES 420ALUMINUM SOD OX. XO, XX 12/312020 No Yes No WA 96&quct;x80&qud;NON-REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCEDOXO 12/312020 No Yes No WA 145.3/4&qud;x9S&gld; I3titiiftB! raft nobLa gait! lest! 2WbJ!w" gate mmVKWM llltarseled ENCcAgravel AgOEEM son PAVWM 2017 CWW Bussing Pradrtde CWWM Mark vbomdlaw InMrlak Tarp Swvlas NA, Gary K~ 11292017 miemiT 12A1512017 Approved l?lterkr DOOe (613)7708062 IrP (ti1361g-6888 �aa%' ) euOCaft": SOCKOW ExMdor Dow Aaalmli es nwmeWrOok4ldopsy. R CenlPaarnee lllanank O fiMcolon Mark or Liaise RM52M4U 921111 Erd&aer go gall AdLbodm 291 mm VKMN MuNdmbm amhm� lO%A—manif he =" Am& RevNkn 2017 Ckpsy M" Products Company nhtar Mark Verkm hak Tasting Sankes N& Gary PMahW 112a2017 08M02017 1210SMIT Approved osed EtIMkr Doan Caagay: (513)770,M sic. (513)51946M &*Casyry. SK9mih Fhlarkr Dow AaMeUn l.oaplrnoe Method: CemAeskin Mark or Llatin9 FL11E4Jeya Ruda ErbLr am RE 2dLb L1E gib Man yjasaw. neetteragm jrmmm EWL62amid Ate. Alan GT es ad Revision 2017 P&Puebla DeRuck MlaM-De BWK 000-CER MDaOe 9CO0-PAL 122WJ017 11rAW17 f2rZ5 017 Approved Came": Exterior Dose (041)48"100 (788)315.25N MkCaYpay: Skft Exterior DoorAssakiM dnorkCWgWAkwhima CsepYaa Wgrad: Cslaksdm Mark or LftV d SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 12/312020 No Yes No WA 5 SERIES 420ALUMINUM SGD REINFORCED xo.XX96&qudx96&qud; SERIES 420 ALUMINUM SOD REINFORCED)= 12312020 143&quGt x9S&quo' No Yes No WA AW 37 EMOMLmgddjhubKzjbm 037 ill" PAN-21`/61: 84A, 94, 73. 75, 1500, 190, 76. 76V, 4RST, 4RSF. SRST, SRSF, 2RST, 48.42.56.4W ggelkAaMooE BMANLOIKJllft 2109292009ML20 Steel PM (Den. 25 ga.) SbVh Cw (up to W adds) 0521/2MS VNNDCODEW74; Vi60arags Dave A�mWtocLim AggEdbcgE kk= gladdLow No Ya fiord RWE Bohm nations Me -30 PSFAV PSF &a 53 g53 rib-1<PAN-2H63: BM, 94, 73, 75, ISW, 190, 4RST, R8F 4ROF, 8RST, 8, 48, 42, W. 4E. 420, MS. Goes, gmdkA® P Steel PM (min. 25 ga.) Double -Gat (Wr to 1C(r 0521202a wide) VV9DCODE&0174; M Garay Dow Aatl gE Aoe®dlaeUE Mtn Quoik No Loci n BatteriesP— Ya No RIME RIME -30 PSFIJ0 POP imE 10 Praised ModL Number der sessaws SGO.5570 "" Mlaeb Mrlped) gmdkAmeam bwksubmgdlftdot Restailaugles Vhy1 Sift aim Dow g41Q=1 AE.,dfar 0, AErmdtrJr! king MtlRNE gl Besides YM Yes YM Rft Pp WA LU 428, WIL Goes, GDOSV. GRSS, GRSSV, ARSE. ARSSV, GDSSV. GR68. GR68V, ARSIL ARSSV, EDS& EDSSV I EDSS, ED59V mi Florida DepartrreM of Business & Professional Regulation Building Codes and Standards Prge 1 a 1 142018 Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 of I2W020 Florida Dep<Mant of Business & Professional Regulation Building Codes and Standards P.e.I a/ 11arn+a Florida Department of Business & Professional Regulation Building Codes and Standards, Page 1 a+ 1152018 Product Approval Application Detail Product Approval Application Detail Product Approval Applkadon Detail Product Approval Application Detall FMIM 47 S21b irbLr RE am RW-PEgm no lira MINN Ma�lwr St9raa CollrEe3,LrlEe Yablala & Xdddm lrlesbd PWAaaEW AErid Errs FLM742"5 Prodded BtlrfirsrA gall 1�.$ no Rise R� at R M1111111 Yam Va lu aodaer !ems tophoLg bmae yelow W YdY1LL ak%WM FWAnrmW AEA Lora 220 �.r R0 Rol alY.� go Mark Ymba Yargilegiara gEra goo EatllUd mommeth YabWW frirllW MCAEfa>-,l &AMM son QWln(AtalaJm94 AlorovedforUse Atxweved for Use Im9ast gya(gD SaQN Rork t YodN. Ntntbw w Nertr Product Descrlotlon Contract Expiration Data In HVHiZ Outside HVHZ Resistant Pressure 2 785 SH 52x72 Fin/Flange Frame IG/SG Single Hung 10N82023 No Yes No -60%80 Revision 2017 CURRIES DMYbn of AADG, Ind caresser. Exaxkr Doom Components eay: Emir Door eubCab casplmse Method: contestation Mark w uses Dadk Dan UL LLC Ted roman, PE (641) 4OC2644 row 004707 dm.dedlobamWky.co m 1113ow7 1014M17 12,0612017 Approved Laminated Glass Revision 2017 Clow a dit ProduRe company MebP.~,. Seasonal Eseader Dow Asaenkla Caapaeea IlMrad: correlation Mark or LNtllp Milk VVMarSW I Tahip Servioa it& Wry Kohler 113)TI041W 1";. (mn SaWrkidadom.com 51 at I IrAM17 OB/1001117 120502017 Approved Revision 2017 claim &"V Product Company WaCaagay: 8edbrW Exlarbr Dow Asesnrosse CMpaaroe laaarok C rW40m Mark or tins, Mark YValarkm I Testing SWAM NA, Gary Kohler (51) Imo. (SiS) 519.8666 MveetsrsswQdopey.cam 11,12MI? OY/02017 12106=7 Approved FU11ae7417 Preknaa Assirsived forLM AEL-W fa4ba how 21wm Apearand hir Use Ao W-W for Use LE6 a d= 9sA0LAmra AEtmnd trsLtl Ag®dJ4LYE E — LaE alilLa urBLt s In WVNZ RAidLi Ji BMW en AW tr�gEd1E pS�d6aidl�1! In NIVNIi g3ErtllYla REMO PaaMn J ABLE Ltrara $laftii RIWOaIOIIi BEYbr green PLWn t WT. 707,727,747,and 947 Where and Pais of Door Flush, Glazed, and Louvered uses Red PWa of 12131202a below rMW door. YM Yes YM NM a6 OE VY149 PAr421`163:73,76,84A, 94,42,48,42B, 488, 4RST, 8RST, Goss, GROS. AR6S. ED68 ash Plan (Man 25 ga.)skgM-Carp to Ow -be) 0521MMIS WINDCODE11#174; M Ganes Dow No Ya me -38 PSF/42 PSF 102 102 WO-16 PAN-V153: 73, 75, SW 94,42,48,42B,46B, 4RST, SRST, Goss, GROS. ARSS. E068 Soh Pan (in. 25 ga.) CoubleCr(97 be 162* 0521202E wed) VYaDCODE4W174; VVII Grays Odor Me Yes, No -37 PSF141 PSF (D Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 of 12Dr2m Florida Department of Business & Professional Regulation ndardA201e Building Codes and Standards P.pe+a 1 / Florida DepaMant of Business & Professional Regulation Building Codes and Stendaes n P.p.1 a1 i16=8 Florida Department of Business & Professional Regulation Building Codes and Standards Page I of 2 1gW020 O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail E ix.4n Entli3i gate gas Date Pending seats lag! Penton Ma0ldaayaet ( Epyanear a Ucame Yalldatad ov yag,g jiylmn(gag FBC Antrexral Approved status raft asset or 20 RE Dab Pa90BL gab Mw vapses, dlaod ! 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Urich, PE (71n 365-3300 Manufacturers Associefion (717)317-6454 OW42019 06+042019 OW72019 Approved Review 21)17 PGTkwuwiw Ce6190y: yltidows; Dees Ruark MWW4W*9000-CER MIan4Dsda 8000-VAL (041)48"100 (7a8)315�2690 12PIOMI i2fOBWl7 IZ252017 Approved Revlabn 2017 PGTidusOm Dann Roark MMMWUM BCCO-CER klon Dede BCCO-VAL (9N)486-0100 psis)315.25W 1220=17 12A8fM17 1225r1017 Approved 1 HS 188 F n t Rama 73x52 Insulated a 1 4 No Y. -55/-55 Subcategory: Fixed bsidinger�mrwd.com trrCaapery: Flaed dnadobpptsidrsaW.axn SWCsbc r.Sine emkcaagay: Single Hupp d�r�peridwblas.aom Compliance Method: Certification Mark a Listing Bzmam Carmparos Weak CwMcmWn Mark or Larllp BAMERabodsk Ceapaarae Reared: CoWkstim Mark or Listing GusiNv Assurance Aporoved for Ua Agoroved for Use Impact iieam bil gl� for Was ra9aa Riga jest Roduct Nadel. 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KneaeNch, PE 09/06/2017 08/31M17 0911 12/122017 Approved (954)689.7545 PE-44167 (954)772.6224 tam. robin sari @ gppe nt.com OARv Aseeaae Approved for Use AMOM for Use Until gggon Product Description Contract Expiration Data Ift HVHZ Outside HVHZ Resistant Preswre Corrugated Galvanized Steel Storm Panels retained 12(312020 Yes Yes Yes WA or not by tracks to provide hurricane protection. Florida Deper insnt of Business & Professional Regulation Building Codes and Standards Product Approval Application DoWl Pros / d t lrirmte Florida DeparbroM of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail fags / M 1 lmmis EMmLer Lie mil gate ut w met e,alsl�s Sol aetlecat tide G■ DebPOWbm Gak SdpYM Jgobn[3dksor Yeadehdal( Ye■dW aetf.alW MCAMMM A■mnd son bw vfomn WnlOorss GmMM Es ALYpte YeatlMtdmt Ydiad L!■flied PWAmesY Aommytd arras Marl Laws ICC EvskM" Senegal LLC WMMm M. 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