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HomeMy WebLinkAbout3152 Nubbin Ridge LnABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REOD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. 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 IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORV Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KlWall 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 LaundryTub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PIED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 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 iml REVIEW DATE BAN 2 0 2020 CITY OF ZEPHYRHI PLAN EXAMINER ALL WORK SMALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELF TM C.00E, AND THE GITY'-Or A41PHYRHILLS ORDINANCES INDEX OF DRAWINGS SHEET DESCRIPTION 1 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 SIN STRUCTURALNOTES 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 PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. .^ ) w spa A� 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. 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CLG. �r 00 in AV— O vi 00 PATIO \\\\ I CAFE VAULT. CLG.\\ CARPET I = q N 0 N JW Q \ � _j U a: a --�- OPT REF. I - BEDROOM 8'-0"CLG. I CARPET BEDROOM 3 2 $CARP T o Iril 2„ ,- I _7 ' „ 8 ' EG. = w � �o z a � co c0 6EO - ' � `b N ti i BEDR OM 4 8'-0"CLG. CA PET I cn _`i �f O `"w lit , T SI Kwl ISP _ _ D W; 1 C-- --------] - - - -- --------------- 1 I I 1U, I 5068 B.F. 4068 B.F. 4'-0" 11'-7$"I I 8'-8" 5'-4" 14'-6" I 5'-4 T-6" 6-10" 4'-7" 1 1 `� -------R&S------ iV 2668 `�� IN - 2668 M - - N - LO R&S I I HDR AT 7'-4' 23'-8" 3'-10" 7'-8" 10'-10$" I 5' 0" 6" C° 2:12 VAULTED CLG. O N r I 0I 5-115 S3 rico I I FAMILY R M 9 -4 CLG. CARPET 4'0" 1 R.A.G. AHU N, - co 306810 I ENTRY 8'-0" CLG. 31- �- o o v 9'-4' CL 11 (3) 2x4 #2 SPF w/ DTT2Z @ BASE yoQ S3 G.T.60 S3 - - - - - - - - - - I I FINISHED WALLS TO BE8'- NFIOETLED:. FLUSH. VERIFY IN IIII 1 IIII1III 1IIII I1IDTT2Z@BASE „ C G ILE @ 1 STORY OPT. D OPT. ��TYP I 0 00S 3 U)W 17'-8" BERG xw SURROU N60"x36" M 2 68 T S() I SHOWER - - HANSONN BOX @ 36" A.F.F. DRYER VENT THRU ROOF 2668 7,_8„ �-J K- S3 '- EDGE OF SLAB 2" BEYOND WALL 20'-0$„ O O 0 ¢ w I I > 1 O I x I m I 58 0 5'-3 " 8z 3' 10" 1 T-0" OL6Ir MW ' OPM T OWNER'S SUITE W.1.C.:. 12 tx 2 CAR GARAGE 8'-0" CLG. ' '-0" CL . rn I 8'-0" CLG. B oo CARPET 0 8'-0" CLG. r CARPET __-_ ---- R&S ---- 2,-6„ BUILDER TO PROVIDE O APPLIANCE WHPROTECTION N WHEN REQUIRED PER FBC I I I l I I I L T----------- I I I I I l f I IOPENING TYP @ DKGARAGE j7,=11 E 5-SH 6" DP.r 0 T 111111 1150til 111711111111101111111111111 1111*11 r 17�7=1 I I* I I I-T I I I I I I I I I I I I [�= 1 11111111 � 11F11111111111 11111*1111111 A H.BJ S3 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 91/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H$ (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) TYRE 12 20X26 184X254 S.H. 13 20X38� 18�X371 S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 j X 621 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 S.M. 1 H3 27 1/4 X 38 j 26 x 37 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 1 hI5 27 a X 63 26 X 62 1/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 j X 26 36 J X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 50 i 36 4 X 50 S.H. 25 37 X63 364X621/2 S.H. 26 37 X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 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 518" 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" O +29.7 / -30.8 © +29.7 / -39.2 �C +28.3 / -30.8 © +28.3 / -36.4 +26.6 / -28.0 Q +26.6 / -32.2 O 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 ��IIIIIIIIIIIIIIII - 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 11131"1 (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-B1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4"=1'-O" GARAGE SEPARATION (GARAGE / LIVING) JR-11/R-13 KRAFT FACED �1 / ,?,oWN < uX a� ,A 0' �# ��. •!� •a 5 F ®��AY O F E S, S\ O� ,��a 41IIIIII111 To the best of the Engineer's knowledge, information and belief, the structural plans and spec fications 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 �} `O cc N pp� �V t3 mN� y pNp V `` O v MC� .D _5 W W u.LLaa 8 NmIW ai�LL awa Wo CIL Z 70'�Q� 9 o 00m W W O 1- Q �E°'O' <oa0 0)a� 0' N = N Q M z U 0 J z o000 W N O � N O v � d o � co o ^� W ( J u- f_6 �U +-L o r n O G o � m LU 0 F- t° E 0 8 f zl.. = V O u O < O C> co w za o z a L E =o QO g Ym QN Z® E 8 'z �O a UO @ F- C N PO x� a z o05 ww � wg (6 Y O 01 Z - J "g 'az gz fn iv 3 �m oa 5� Q. ?r K0 a NW =k (J oLL QoLD �3 _� O G Y F� . d. a0 Co O� za O- 03 �N 0 L >co r c N .j O^ U n� m T •- T z o LC) y r Cj !z!�- 0 N T CM 7-1 04 o z z E p .- cc a U Q po JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / W > / MEDICINE q CABINET o0 d- Oa OQ O% ('V> r _ i M CV co It M M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER O CV FIN. FLR. KITCHEN 0 M LZ 0 CV 0 OPT. REF. 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 a z Q SINGLE TOWEL BAR IN a ROD TUB OR SHWR. w TOWEL BAR a. ON BATHROOM WALL SHWR. o _0 VALVES - w o 00 = `� SOAP - (.o 00 o DISH U LO t LO 0 0 M M 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN 0 n MIRROR N O� n 0 00 0 M OWNER'S BATH BATH 2 O 60 INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP------,30" H BASE 0 00 LO =:D C° 0 2x 00 FRAMING T' H M Cfl 1 /2" GYP �? BOARD — FIN. FLR. 2x P.T. SHELVING CABINETS - 1'-2" � TC� o T � 04 co ISLAND COUNTER SCALE: 1 /2"=1'-0" � o CV N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 FL'— AN II ffiIII11111f111'��/ OWN U .••' i h Q 00. n ° 0� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �p pp � U Co Co1--0Ot N# 4 s O O m O Cl)N N (1)W LL LL O M C—)J W W '� LJL LL LL a a 0z 0 C,4 W - N � awa�Y 00 22 9 Cc'-,m m W ILz 2 �°'O' J o a � N O _g ¢ N a co ZUM V F J 2 z ❑oaa W Z N O m � N z QQ Z Q C� � J O ^N^ oNs W' '—J LL ` V UY W O n 0 L40 w o o � Um LU m 0 E = o8 U' c _ 0 Q CD CD coJ CY3 Cl) a z zd J Lj- Q E C) Z � 00 o zaR z 0 E V rd O () o i— —� a X a G o 0 o az N L �o ¢o ¢w 4% (a (JJ C 0z m0 LL - J hm ¢' �W �z N o 5G Q T � U w � � �z d N W =G �_ < ;o o cfl o¢ zl< a 3 �N L � N .-. C:) Q cYi CA Cfl CL � m 70 � d- • _ T Z '- N LID 1 T N C) �- (D N r M \ o Z cc z E O c1 r- m` a E U a ca Q p -j JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. 2 12 5� 8"x8" SMOOTH TEXTURES CORBELS 12 1" x SMOOTH y 5 TEXTURED — — — — — — — FREEZE BAND HEEL —� ---- -- — ------ lee MIN _ 1 HDR MTN ON co e 14'-0" RIDGE VENT 12 5� FRONT ELEVATION - B1 SCALE: 1 /4"=V-0rr 80 M M 12 1" x 9" SMOOTH �5 TEXTURED 7'-0" RIDGE VENT FREEZE BAND T� 12 a5 — Wx8" SMOOTH TEXTURES CORBELS - — 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --- — T.O.M. 1'-0" 1 `-0" HDR HGT. 1-01 L I I I 2'-0" TEXTURED - CEMENTICIOUS TEXTURED 00 FINISH ON C.M.U. CEMENTICIOUS (TYP.) FINISH ON C.M.U. (TYP.) r. F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1 : 1 /4rr=1 1 -01 1 M 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. ® O C 0 � r+G 0 •. FL 6�*srs�Aojca\Oy`��,' 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 v 'o opp N N # 9J V O O o m zp J J 6 r- C M N LL cc')N N xk ao LL (A 5 i ff l.L LL a n. a N ViLL w 0 C,c] d — of N o _ 0 o m 0 J W iu or-LL �O ¢ ¢ C)W 0 1= T W J 0 rL rL Z cn NQMZ J Z UI 01 W M � Z N O W Q Z O � Q J M � N ML Is N M O Z � /n O lJ lL --J +V w - 0 V) Ln w w W c)wig � o 2= ° U o Q � o sm o W Cl) N ¢ o z J LL_ z ZZm k n 0 wz �0 �® ❑a a 00 U O L¢ Q Z. Z w Cn C _ o OY U "m 0 mo U Z QW rn 3 Q Fm 0 LL zz go a �w � a U oz H _ r3 A¢ o Y J ° CD V oa Z S o� U 2N 0 .N ^L, W > T ■ � Nco O a CD Al m CY) r V 0) T a)r Z o LO N N 0 �— ai m w T M r iri N c5 Z Z a) T7 `m � a E U Q p JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 3 TAB SHINGLES. ROOF 5� INSTALLED AS PER MANUF. SPECIFICATIONS . T.O.M. -10"mom_— 6'-0" 12 5� —EXTENDED OVERHANG T BE CENTEREI ON DOOR 7'-0" RIDGE VENT 12 5[:� VENT 12 �5 REAR ELEVATION — 61 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" — — T.O.M. HDR HGT. -014 F. FL. 1 E z. 12 ;Z�5 HDR HGT. ---------------------------------------— — — — — — — — — — — — — — — — — --------------------------------------------------11_0.1 TEXTURED o CEMENTICIOUS 00 co FINISH ON C.M.U. co (TYP. ) F. FL. --- ---------------------------------------------------------------------------------------------------------------------------- RIGHT ELEVATION — B1 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. ram'' O J c, ,- FUL_ / . .......... U c sq,.�s• F k- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N H _ 1 � 00 N �p N �Q V OOO M N m� N J J N LL W LA. � 'O LL LL a a di Q N c' > ;?' i� w rn of = n- a. W 0 Z 0 -0 U) 0 X 0 C N O ❑ CO onIL W ZM: mEO1O� Np <od0 6052 CA - 00 U Z ❑❑❑❑ W Z N 0 S Z v o d n C4 Z V L2 .O w o 0 4 — -ru l/1 w F C o u m rn w � r— E E O{ 8 lh = oo (� O e C Q O , o rn �� r� O MN w M o Z < LJL Q E o E z o Wo Z » <� Z® v (O176 tc g U XU U O �¢U¢ OZ N<Z 4) a¢ <a ww L r0 CY =(�- �m mC) C) Z, Z a�i J Qw � Z N ¢ oa z go son CL a mw �-Z QY g� �, o C) VCD F zI < a 8 �N 0 ^L W r 04 �.� J C:) V 0) n� C� Z o L!') r N N r E N T M cv o Z Z E O2 r CU FL E o U � Q p � JOB NO: 19-8532 SCALE: AS NOTED SHEET NO. 32 ITI I — _ 2 1 iv `� iv 2" N - 00 1- VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" 2" OPENING VARIES 2" 2" DETAIL TO BE ,�.� BUILT W/ STUCCO. EDGE OF OPENING 1'-10" rN ^ �' 0 N - riN C'7 32 11" 32' 1' 8" 12' 1"RADIUS 3 1/2" RADIUS 1/2" 3/4" RADIUS a 1/2" RADIUS 1" j� 4" 22 , i2 1 1/2" RADIUS 2 1/2" RADIUS CAP RADIUS 1'-5-" 4 VARIES VARIES VARIES VARIES BASE T M rev - v •'IN T (O CAP - (V FD 1 -4" �O `V BASE 4" 34' 4" M�a � �Iv T C%11V' 1 �� ill 4 42 � � N r00 SIN �n 4n :34n 2", I'�-�I` r"�v �p ("7'd� VARIES 12" ,,, ,,, 2 2 1'-0 CV I 14 24" I • 12' f-E 3„ • *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" EDGE OF OPENING 2 8" 2" 81 I „ 1'-6" 1" 1''4n T O (V 1" cn W > 1-1/2" THICK cn W > 1-1/2" THICK 24" � 1 M 3" 2 / V O cV 10" 10" L 6" L - r 6" 2, 2 iv rM 2" 4 3 24' _ T "IN 3" 1" 2 Big U) Q > 1-1/2" THICK 2'-4" 1 4 3" 1z" - N aCN 22" 32" _ rM IN 52' 1'-5" 52" 51„ 400 rro� �1D�'� t, VARIES VARIES VARIES KEYSTONE F11 b Cn OPTIONAL 4" GARAGE DR. OPENING 4" VARIES KEYSTONE F11 00 OPTIONAL L3 3 4 ' 4" WINDOW OPENfNG 4" 3" NO INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4" 8" ___--_--_ N t I 00 t 2 6" 4" CV fV r° 2 Aan 2" (O co CV 1 ;-Er � o eo o MMT NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED -8" T 4" -0" 4" 10" V-4- 101, --NI R70„ -6d' 14" - 0 (V CV 12' 4„ 2'-1" 1'_12' S3, Ik 1 iv iv 1 " 1" r 12 , GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH R rn rn O N 0 CV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F Q g 8 O V to 00 PO r(-p N N# N 00 ® di �Mp�j� � *c w w <L J6d(75 mii 33 c d p _'0co CIL ._ � O0O O co mME� te z V N O NQch ZQ Q O_ U Z O F- J 0000 W z N O W � N z � z S Q J M W N 04 W � Q cI �N W r c o 2 o U m w � m E o 8 yy I = C U) Q 0 sm r— o <O � x w M M z o Z 4 l.l_ CL E W o I < @ '® .a co F—WX 0. O E x� U a¢ z <o 00 xU p 0 az IrN m ¢ o irw w. i @ fn C z 0Y U N O a- Z Q w z Z (n N G� o Z gO C a� a mw 00 ap y � x 3 � � w 5 ao OU3 O =N N � ^L1 W r c N ca UO /O� � L W ■� Z r N T O r m w M N C7 ii N o Z z E O r m a U -1 Q p JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET 1GFI 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 ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 #14 Copper to lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts 01 #10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN O/0 or 4/0 SER Alu 200 amp IT 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. WP GFI DISC. H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn nco oncr+c lO EXHAUST FAN I -- j WH. VERIFY LOCATION -. �Or EXHAUST FAN/LIGHT COMBINATION GFI -- _ _ _ _ _ _ _ _ J ELECTRICAL PANEL ®D ELECTRIC DOOR OPERATOR (OPTIONAL) RECEPT. CH CHIMES (OPTIONAL) FOR ALARM VERIFY METER PB PUSH BUTTON SWITCH (OPTIONAL) SYSTEM LOCATION WITH BUILDER H 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) 512 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT I ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G ' J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" RJUI ED Imo`' I� m 0 N o_ N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N f' Q avpE _ 8 o 4 ip0) N_ ~ V� N 01 M N r- N 00 LL LL O ..U+ Cl)Q) N gu- J# W Lu LL -1 d (L 13 10 LL 6 cc"')Ll LL. Lu j Lu � mS? o I6CC -in onma� m❑ C 1 2 Earn g❑0 Z N M<Z < °IL Z ❑❑❑❑ 41 (D � z o � o ao N o z � Q J (h O E3 !Z Pi N z � o C1 N _ LL V) Y w 0 n U o a OW N E 0. � V � pp o rn 71;0_Z-Z1 v o c U) o � Q- p E zo �O oz zo QN ?© u co QZS oo, H �U a� UO oU U o E tV <z o G wz w L ro U) ❑ C ❑ o U y m 0 o O � � J m a ° Q W Z z on ai w o OLL Z 5° W U a 1G -o o Z TO o Qa 10 Za ¢ UU3 =N 0 ^L' W 'co r c N O cYi CA v1/ � TZW c T- o � C� T Z o LO y r CN N C) T T CM o ca Z E O ,— d U J Q J JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. 4 r 0 O ATTIC VENTILATION CALCULATIONS - 131 TRB) 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 required soffit ventilation vented soffit be provided by upper Ventilation Ventilation (See Elev ) needed required needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) "*NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. I Attic Ventilation II Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE 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. a -1 / E �vAr o Ncru •-S u it .p "C, F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M ,W} Co E is co �?n cosy 4 8 N 04 # # N cop O a1 Co o:, r, C Z N J u, M N r- () * co LL 0 M N Q�1 -�CPa U_ _J aW IL u_CN LL n VJ M u1 >C: aoW WO Z WM 0 W R 3 a)9 oWm00 m = �Ca a0 Z NQcoZ 't O _ U H _J W N O 0 0 � v M N a c V1J � T' Cn Y Ow � N o _ O � V 2 � ap m W � 0 8 z4.,.. Y � s✓ O G Go • ®� < V O CD co J w M CO zO 0' z z LL QE- zo 00 z`o QN z 0 E U CO t c� 20 X U oar UO U C => CV o¢ ¢ z 0 o� d z w Lq L r0 Cq O C ¢ o z oY 0 y m O O, Z __ Qi C5 J - F� Q Z 2z z go CL U o� ao a nw x� Or zla a ° 3 =N 0 N > d' L T CU N ^� `U J O a C co Z LO � N O r co w N LO CM T �i c\I o Z Z _ E O to to r _ a U Q 0 JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. 5 .. . V-94" . 3 H.B.+ 5'-0" 5'-10" A TYP @ 1 STORY S3 U.N.O. T-1 2'-10aa " . 5'-1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■. ■ ■ ■ ■ ■ I I11 Cl) \ I I I \ 16'-0" 2'-94a6-10" II T Ln c0 ( L S3 I \ \ \ 1 — SINK / DISPOP \\ rr ----- - _ I \ \ I DWI I I ' ' '- .. I I } S3 N ,- 1L=-=� -- _ --- I CHASE TO IS Q--- PROVIDE 1 %" RECESS \ \ CJ L - _ _ - - _ _ - _ _ - _ J CJ OPT. -1- CJ CJ ; \ REF. I o } I CJ --��I I ■ TYP @1 STORY U.N.O. STEPS AS REQUIRED FOR SGD. REFER TO \ '.: '. '. '. '. '.. '. '.. '. '. '. '. '. '.: : �.'.'. ::.' 10'-101" PER FIELD MASON'S SLOPE FOR \� KITCHEN ISLAND ; ( CD CONDITIONS WIDTH \I� \ LOW WALLS 4'-0" ( \ \ 16-10" 12'-10" J INDICATES FILLED CELL w/ 3000 PSI \ \ `r CONC. GROUT FROM FT. TO \ \ — W/ (1) #5 REBAR VERT ABOVE SLAB \ • ..:::::::::::: ' ::::::::: ' ..: :..:..:. ■ ■ ■ TYP @ALL PLACES SHOWN I \ \ 1 .:::::::::::::::::: \ \ TOP OF CONC./ PAVER T BE 4" ■ ■ (2) #5 REBAR \ \ 0'-0" I HOOKED FTG. DOWELS 5' EMBED \ \ BELOW FIN. FLR. \ HVAC CHASE 4'-0" 4'-4" „ 4'-601 VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ \ BASED ON I STEEL„ SLOPE, FILLED DELL \ PROVIDE Yx 9" \ LOCATION RECESS FOR FRT. POOR 1", L I I \ \ 2'-6"x2'-6"X1'-O" FTG 'n I 4" S3 a - -�128■ 25'-LOAD, \ \ \ Y-541W/ (3) #5 E.W. 5'-0" - - - - - - I- CJ CJ \ \ .. I — — (2) #5 REBAR Av r 0° TYP @ 1 STORY g3 CC I U.N.O. S3 ll,, S3 VERTICALS w/ inAV I I ^ri I AHU I I FILLED CELL 12'-6"x2'-6"X1'-0" FTG N _ : ; T-5" ^ W/ #5 E.W. : _ _ _ _ Z — 7' 1" 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in (3) G -3 1/2" ( S3 1 1 OPT. D PT. SLOPE FILLED CELL . ............... ^� I I — ......... — -.- .-_. — .--. — ■ I L*V-3'-6'^ 5'-3" I O I I T I. I N ■ — CJ ; ; ;CJ — CJ I 1 c7 00 3-1/2" MIN 3000 PSI CONC. ' 2'-a' T-10' V- '• EDGE OF SLAB 2 SLAB FOR HERNANDO BEYOND WALL COUNTY ONLY I (' K je N 3-1/2" MIN 2500 PSI CONC �� - 1n100 o S3 r" ( SLAB OVER 6 MIL VISQUEEN 1 -1 11 I : ; S3 •- VAPOR BARRIER r 35`4' 20'-6" ■ ( BUILDER TO 0'-0" PROVIDE (2) #5 REBAR APPLIANCE VERTICALS w/ in 4 0 12 1" O PROTECTION FILLED CELL :: • � � I WH• WHEN REQUIRED 0 0 PER FBC 16 ---------- •"� --- -- ---------1-' — -- — -------j 00 ■ ' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ A S3 TYP @ 1 STORY U.N.O. 1" H.B. T-1 L1'-4" I T-10" FOUNDATION PLAN MONO - ELEV-B1 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" SAWCUTx 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF, SEE PLAN. FOUNDATION PLAN LU cwn a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ;�• v`�v. •r #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 ��t,: • :;:,, •'t;:,� :: r'�, • �:%., ••�:% cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" �ia141i3!$ttlA/ld�� u Ilk% * �0N�+' AA a` O, ' } `• Ole, 0F SStQ SNI � - tfltttt6l&�" �� 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. .. Co 00 CD p~ppp w Wp�% 0 0 m c) N N c0 .N- J J # ro u- LL V r%i CO C7 -Np '7 LL �' J W W L% LL p t1 a Z 0 , M > C � � lJJ , y of Y 0 1J1 mQ3o 0 o r� mm�o W Z IL 2E°_'6' <co V Q co Ci Ci �oa0 5 O 0z N O d ❑OM❑ W M N O _ � O H d cI N i ,_ •O ",, g 0 n a V) �N c a � m zt�. s o U a OQ � o MCID t m o W M z3 z li ai E C) E 8 zo oo = >m z� o0 _ OE X O a p O 0 E O N L < z .o W w ¢ (p C/) ¢ 0 z o m , r O O' z z J ¢ s g (n Cl)Z z go 2)oa Q U 3: w� �� g& a �w G Fa o w� � O CIDaF V z ¢ 0U ?i _N 0 .y L Q� > T c N `° J O U C3i � m r d' Qi ■— T z o N Ln r r 04 r- o N c) ` �; c* o Z Z E O E r m _ JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. 6 CJ1 CJ3 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18)10d x1-1l2 J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 718" DIA. BOLTS M HD76 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- -8-10d (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 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 112" MTW20 1195 1005 14-10d x 1-112" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)1 Old x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL CJ3 CJ1 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 1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" \ X�- 4__��_ rag /V E < - of F P ¢� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. . W4, E I4 � 0 0 co G> m r- o00 N O r� C N (D N J LL 00LL , 0 aco J LL N ui LL J (L d 0- LL rn N M a aimt� W (n °'a W0 13 0 Z -o r) M o 1%m 4)IL Q ° m O W,C-0 0 r- 2 Emrn VN 2<0 0 a 2 (n Z 07 ILI11 N Q M Z <' 0 = U Z � U ❑❑❑❑ W M •- N � O — � O Z a0 m Z J M d o c+Ni cn Z � � o v _ LL � /� CJ� Y V w O 0 Ow V) �o2 � U C° — o g oilw I z = w U 'o N Q o CD w co. co< o 9 Z 14 U- O E U z o ao QE z » cu XUO 7OU _ O C-4 U F a z ¢ o O a Z v L (p 0o Y U h m� O 01 z m <� Q W zZ N N oa aO a 3 w <o N W =K (� o - r- 3 =F O Jz w U' F O >a= O co ct -5 r o0 3 0 CV E2 ^L1 W C CV co O C m p� v CF) ■� Z LO N T rL0 r T M N y cv o z Z E O ID ,— f° d E o "a m U J Q (1) J JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. 7 r��f- G ., lElli :I,d au� nii �w. I'llJ�� 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 ------- --------- IAPPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALffY, LOTTS 3 € Kamm le 81`44 1 B/1 T8F40 1 B/1 T 8RF40 OB/1T 81`32 1 B/1T FORM do GROUT SOLID CV Q O r W �U O #5 BAR CONT. 8F12-1B/1T V' LINTEL DETAIL SCALE = N.T.S. I TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J Lu 8 F 16- B/ 1 T F= J 6 Z tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINALJ 0 HEIGHT MATERIALS c precast mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 MIN.. (1)REBAR AT TOP (1) REQ'D 1!2 CLEAR ALTERNATE POWERS STEEL LINTEL a e a O d G M.U. #5 REBAR AT TOP e� a 0 GROUT MIN.(1)REQ'D ° 4 1-1/2"CLEAR 0 - D a e e G • Q 4 O U ar< ccQ C.M.U. e 5 REBAR AT = - U) w O BOTTOM OF r-- 0 ? w - U5 4 LINTEL CAVITY o W o t~n W. xO \ OTTOM d ul " REINFORCING a ¢ C7 Co _, �` 7-5/8"ACTUAL PROVIDED IN LINTEL Z Ci w 0 D D ¢ ' O 3:C'4 #5 REBAR AT BOTTC Qo A, Qo JOMINAL WIDTH (VARIES) U) � a AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-131 SCALE: %4"=1 r-0" n c::J •� IS E ' �9*' n -- J ��� '. o . E:1, To the best of the Engineer's knowledge, information and belief, the structural plans and specfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W !- v m E co et a0o 8 N ci J LL MNr- (1) m lL d ® co LL_J as LL (%i N C, LL V) Z Z -, & Ir (00yO_ of O O m -1W m J co m o�CO cn Z IL X 0— N Q co Z U< 0 J 2 Z U ❑❑❑❑ W M M 2 O WV1 z a o 1 � 4--) w o l Ow (/) T h G E � 8 o M ti U °0 w r- [2 E 0 8 9 II = u U o s 0 Q rn 0 \� rD o M w M N ¢ o Z U_ Q zo o� 0 >m aN ?a p E U wz <s K O o r 00 -731F_ O 6F 8 0Q a Z Nro L ¢as oZ Q ro rd f/) _ 0 U .9 O Z Z Z U) 0) -A< ° Q z z OEMfl- to Cn 2 C GSi� og OQ� ao N W V < ¢p az 'x �3 C0 cY 5. a 0 3 cN O > d' L ' r M N `� O m I..L — Z LO L0 CV r M ` V t j N o Z Z E O vi r m a v � ¢ o JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. 8 3 m c a> x N 0 J M rn d- rn a ,o x 0 0 J 00 I O) i rn 3 C rn N i n. F2 E 0 x c c c J a� L� 0 y�7 0 UI N a U S i r w v� c 0 v J LZ a> 0 0 a 0 a 0 0 N 0 w m N. 0 Cn 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 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1,1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL 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. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD PP DOWNWARD AT THE T F OF 100 PLF APPLIED LED VERTICALLY DOWNW OP 0 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 �„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, SCSI 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700(PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. IrrigatioNsprinklersysterns includingp all risers and heads be installed hin 1'-0" building spray shall not wi of the side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. mBust be relmoved be�ore exterior soi�rtrreatmentt. along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. "The The certificate of compliance shall state: building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES, NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. r- eee :,. "O tNP� Ci` G, {� CD J; ., .R....... it/✓�e/{vea S IINi cOdlf4l�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 Engineer's signature and seal. F / t8 (D r-T N Wpp •.{ V 00O rr r0i, N r 5 N ij " � So ll. LL Q yi d M 0 N -J j LL J W LL_jWa a Q 'R, N M ��iL LL W ge aairo Y 0� Z° z ��0"C1131 mm0IL yyo _5 C) NQLLW 2 E m m MZQ _, o a Z v U ❑❑❑❑ W m cn (D N _ o co z z o M z C1 0 _ LL 1 1 T (o U c-, y w n n o a - Q U) � N o �2 U 0° w m �- e p ¢ o w Z M cl) o g < J ,� E wa zo W o }rn < R :a E za oa H ra o as D ° 0 CDaz N wz n" o Y m� o z J a ° }¢w z z to o�d <o z go a =w a� 3 00 J z <� x c ozla o ;o a� 00 V 3 2N 0 E) > d' ^L, \W . � N CJ C:) U CO ^Q LL ^, m 2 T Z o L O ,y r CN N s- (D � T o M .. o N iri N z Z E O r m c a U � Q p JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. S N m rn a) a x N G J M `av rn -a- rn N 0 J LO 00 00 I rn i rn 3 Q rn N v a E 2 E S J N CORNER OF HOME GARAGE SIDE w co ROOF DIAPHRAGM NAILING SCHEDULE Pinr;F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 6'-0" + + + + + 6'4" ++ + + + + + + +++ + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++++ ++ o +++++++ ++++# + +++++++++6 +++++++++++++++ ++ + + + ++++++++ + C?l — 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: *FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x , lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM co a STD. 90° CONT. #5 BAR T. #5 HOOK BAR BOND BEAM STEP SIMPSON MGT w/(22)1od NAILS TYP. 5/8"D #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM 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 FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. }.Small gap 2" max. � 4 max. Clinch nails when possible 4 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. Zx4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor cnlmmn w/ InartR 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 kor=20 sinker lateral load, nail each side 10'-0" at bearing. TANK -LESS W/H H C G 000 5'-0" Q - c� STUB -OUT FOR o ° LO GAS METER 0 o � U � F- o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) 1 Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q '/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges it it higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s0 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS r- 2X TOP PLATE 2 X B.U.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 / Plumbing HETAL20 INSTALLATION 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional Consideration.— ° • ■ • ■ • 6. A 1/" ROUND HOLE MAY 6�r 6� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2' 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. 1�" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. JC A/C CHASE 4" PVC SLEEVE THRU STEM WALL SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE //// % IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENETERED @ PIPE PENETRATION 4 a a. d . ILI ' !rF O° _T FINISH GRADE Backer block (12" wide min.) - I I LEI I ImI �I I Nail with 10-10d nails, — Install tight to top flange. SLEEVE THRU STEM a, SEE PLAN FOR °• a . • . • ° ° FOUNDATION INFO a STEM FOUNDATION I — GRADE _ocrurC ecc or nKr \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4" 2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height —� requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. rvu unmoG 4 rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"- CENETERED @ PIPE PENETRATION a G. rr-PVC OR SCH40 SLEEVE PL IN LIN PLUMBING E d L d � a'a : �a \ . a. 1\ a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATIONFl— APLUMBING LINE daa. n ca G a A 'a a d a �III' — r a SEE FND. PLN. SIZE & REINF. n a ITI 0 � t •..• • 'SP� r � • ' C, : d ,.] I O Cad, _ F 1 C� , •- ,.•• 71�; 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. to F a Os-v N" R4 N 5 O O O C.A fh N� N J _, S co LL LL ® 2 M�� U N J U W W W LL a a a D U1 C7 Cf W O 4. a of 0 z ; aC� = Y 0 W Y w9 mmso W C N _� m O LLW 2E°'a' N Q c' M Z �o a0 U H Z �U ❑❑❑❑ W z N O o 10 z o Mal Q J CJ d N N oC1 (10w S U a NO c o N�2 � c� 0 ir r m ° U 0 c W I Q 0 soy o w M w 2 Z ILI- CL E zo ;i " >m < a Z® oa tt6 (6 ° U ° O C"J y%L f0 C/) C U o m i r O 0, Zr - C CU J m ¢' a w �z u� o go a W C)3 <0 Qo oii =G �3 v < $Ia °3 0 > d" L ' r co N fd O Q0 0) vl/ no s 1a ■— z o LO T N N CD T— M w � N , M T iri C1 o Z Z E O Cn r m c EL ca U Q 0 16 (D JOB NO : 19-8532 SCALE : AS NOTED SHEET NO. SN 1 it FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 !\ P') VARIES INSU 5/8" OR 1/2" HIGHS 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 I INSULATION PER CHART ON FLOOR / PLAN ___// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE „ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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 (1) LAYER TYPE II (#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH co PITCH > 4:12 L - ° 6 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT e ° ° 11=111=1 11=1 I= FOR ROOF PITCH 4:12 OR LESS. D ( I 11=1 11=11 I i I' PRE ENGINEERED WOOD ' �I I -I I 111=1 ° - "-" TRUSS 1(- @ 24" O.C. U.N.O. ri lL�l I I I IE�l I HURRICANE ANCHOR @ EACH -I ICI I 1=111 I I=I I I �I 11-1 TRUSS (SEE UPLIFT SCHED.) W/ I I F'" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT 6G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"xl 6"NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH rE I SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) `'' ELEV. 0' 0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. III OR 5/8"x10' WEDGE ANCHOR @ 24" ° a A.F.F. O.C.) 31/2" MIN. ° ° ° ELEV.4-3 1/2" a ° ° ° ° A.F.F. p > 2x4 CONT. ° w b. e° ° 4 _ a I ° ° a a °° N „ "III=I ° ° ° ° GARAGE DEPTH VARIES ° ° ° 31/2 (min. - 4 _ III _ - _ _ ° ° �II,�IIII -II HIM, TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH -� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (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 HGT. < 8'-61'. (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > V-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH �31/2" MIN. 441. El I I=a � 1/2"(min.)- 4 I I1=1 I =111= 1/2"(min.)- 4" -I 11=1 I I=' II ICI I1 I- 31 /2"(min.) _I I _I � I. III ' =1 I I-1 I I I I= I �I I -I I I I 1=1 I ' 11= 1=1 i=1 I 1�11 �I El I F OF (2) #5 CONT. 4„ 1 III I 11l I I I III 18 - (2) #5 CONT. 4r -III- I-t I,I1-4hl I-i 8 U.N.O. 'Y MIN. U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL STEP CC SCALE: 3/4"=V-0" S3 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 c� M EE SOFFIT SHEET GRADE LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL �8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (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 w/ (10)10d NAILS - 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR -� ARCHITECTURAL FINISH TYP. ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 40 MIN F - 40k ' 1x2 PT WD FURRING @ 24" O.C. ' ° GRADE ;! ° ° ' ° • ° _ z #3 & #4 LAP SPLICE Y- S' 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° _ - A D FINISH GRADE °� [ ] [GRADE 60 MIN. Fy= 60ksi] z M °. 25" MIN. LAP 30"MIN. LAP CELLS (SEE FOOTING MONO SHOWN U.N.O. FOUNDATION PLAN FOR CLARITY _ _ _ _ _ °O 6 MIL VAPOR BARRIER I ° ° 1 1 I I - I = O° #5 REINFORCING BAR R 1 7/8 ° ' T -� FOR LOCATIONS) I=1=1=1 I=1=1=1 I - II- - N z NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D w p . LLJ (1) ROW 2x BLOCKING @ MID HGT, FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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 6x6W1.4xW1.4 WWF OR FIBERMESH r c� D. III I I I IT 11111 it, o 1 x4 P.T. BASE NAILER I ° III=I I I=III-III-III=I I I= I I TT1=T - 2 #5 LAP SPLICE --1 (2) #5 CONT. 111-111-11. , , I �I I I, „ I 4"x4" INSPECTION o° z I -III -III -III -III -III -I I • 1I- NOTE: e , - 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL N g ° D D III-III=III=III=III= Ii; COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL I=III=III=III=III=I e W/ UPLIFT ONLY _ _ _ _ _ _ _ _ __ __ __ __ = 95 /o MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB - I„III , r> AT GARAGE CONTRACTOR = I=III=1= 1=III=III=III= i =III= I=III=III=III= I D1557) MIN PSI MAY VARY PER cn -III-III= = = I = = - I=III=III- -I - =III-1 4" 114" TO CUT BLOCK OR POUR -I 1=III- I= I -III- =III- I=� I=III= 1- MUNICIPALITY. CURB DUE TO SLOPE11 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING LL' CONCRETE SLAB W/ 6X6 a W1.4XW1.4 WWF OR � DECO FINISH 4" to 6" ^FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE S3 •E SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR_ min.) 4" BARRIER � � 1 I I - g • C• C • II- N - A. ° a d GRADE COMP. SOIL. ° T • (COMPACTED TO 95% - I� MODIFIED PROCTOR I =I I , I' ASTM D1557) :7 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. N O CHAIRS TYP. 4„ 1'-8" (2 STORY) DETAIL) U TYPICAL WALL SECTION A SCALE: 314" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS % � z / fM 71_TI " .. TTHM�T SEE A/S3 OR J/S6 I I •, 11 Ir III FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 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. 00 -11 _ _ .4 . -I 1 1-1 1 1-1 1 1-1 1 1 I' -(1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E CV � c) TC a -�III-II 11CIP 11�I11�11 '', 4"1 SEE A/S3 OR J/S6 I -I ( I I I �1 I„ III 11k II FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALA� A. INTERIOR . a A. .d -31 /Z" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB - M 6 MIL VAPOR BARRIER ON 3" CHAIRS 36" MIN. LAP [36"MIN. LAP] 10" 8" V-4" 8"(TYP ) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x ; CONNECTION INFO _ SEE PLAN FOR , . & LAYOUT DESIGN -- TOP OF BEAM HTS20 SEE ROOF PLAN FOR STRUCTURALT c - - -° �, G 4 p E _ T d (2) BEAM SIZE & i; CONNECTION INFO M - I I 2x4 #2 SYP P.T. FRAMING w/ =1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 1' 1r- 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #•I w o SCHEDULE Ix a SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J w o W ABU66 SLAB STEP & RECESS S.G.D. rM � SCALE: 3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS - TO FOUNDATION PAD d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GRADE a M FILLED SOLID (SEE PLAN FOR _ _ _ = a 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c7 I = ° ° • =- '- WWF OR FIBERMESH '- coo z -I III- -III- I w ICI=ICI III=III=ICI d' BRICK PAVERS or SLAB PER w cwn °. _ Z 0 o w -III= -___ - z_ a ° /-COMMUNITY SPECS _- - - - - _- " � I- ° - - "' a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 0-0 FIN. FLR.IV FOOTING J III III -III -III -I 1=1 III=1 1=1 I- 11=1 1=1 1=1 I -III -1 1-1-' BEYOND PAD REINFORCEMENT -III-III-I-"' (SEE SCHEDULE) FOOTING WIDTH ­ SEE CLEARANCE SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 a Q � -1 L Q a� ,,��51146IIl111! f/ U u kho ( •( fA `Y' Y L Ill To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) LU a V 8 CD N r- 00 N lot M N CN Ci c: # N _.r LL I �NM m N it LL u- a a a N 04 jc: L LLl ( a' as Wo a 0 <& x Y V Qi Y C N r 0 O m m O W IL 2 E rn m ._19 J o 6' 2- In 2 a Z N O N Q Z U z ° 0 ❑❑❑❑ w fh V7 N O - z g o M N z - T t%) - r,r g a C•� 0 rcrn^ V. ' ,.,., o � N o ago r- c, m w � E o g = m I U c o 14 to, r- o w co M " o Z 4 U- Q E Oz wo o K o Z>Zm Q N z© ❑1E N MV &a UO o O E N¢ a z O < o d w �? Cn = _ o U ymO m �o O� Z J QW zZ ¢� wZ oa go fl.. U wLL a mw CD oz w =� �M xo CD zl¢ a OV zi �N 0 L N T . � N ca J O Q C r rn r ,.{� LO�- r O M N cM iii c1 o Z Z E O 0 r- M a. U J Q Q J JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. S3 (MONO) --�:iF----T it-i.T. .-]i l I .;. I il,fli dhi IL AkARJiTk, w.T- �� IL�j - 9 I I I i I I I (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADERi'---2x SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY W 1 2" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE ALL IS 1/ MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" CL TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. �L� 12 SEE TYPICAL WALL SECTION (np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3) 10d NAILS ++ + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW el 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD • 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \---ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 4-v� EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d ° g" STD. 90 HOOK g° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL Wl (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q 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 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL UJI T > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ,.� GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ° SCALE: N.T.S. ° 8 ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 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 =ULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ° WALL A. d° DOOR STOP MOLDING _F 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET .. DOOR TRACK ' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op oR U.N.O. SEE N/S4 F(; ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. CO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL / / 12 (TYP.) SEE ELEV. SIMLSI ON SP2 w/ (12)10d NAIL AT EACH STUD 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 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = _- SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL- W/ STD. 900 HOOK IN K.O. BLOCKzgm— ALT. KNEEWALL ABOVE 'MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4 '9"SPLI CE STAGGERED 10d @ 8" O/C ATTACH ALL - EXTERIOR STUDS W/ 4b16d TOENAILS TOT 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 •7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL ° SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w 2x TOP PLATE G N \f2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW E BEARING WOOD FRAME WALL j S4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° a • HTT5 w/ (26)10d NAILS (4670# SPF) a ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° °° • HDU2-SDS2.5 wl (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE: NTS SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED �J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ° 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " Q 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED rA CT6(:(SFRFf) TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12' (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 wl (10) 10d NAILS WALL BELOW MAX. (MIN. LPER 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. c+ A i i f f r f �i�'A �� td�✓ zz j ' Al //�1111118'� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flor da Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Co� 000) aey O N � N cp # 0 W2 O N N 4 t#i LL M W W U CL N 2 LL ' M S W In �ll: S2 a a Y Z CL -co 0 0 0 4 cn rn o w W m m 0 m 0 r- CD 2Ecp �oaQ0 Z a," N to cd N Q c' M Z V 0 J z ° d or W M N O � N o� Q -.J M � N V) v M a c o Q) Uf � � 4-1 t0 .0 � Y W o � Q w rN/1 �v N U M m r ` E O g mtl•.. = ca o < a o ° em 9 o CID Map w Z Z¢ LL zo E — XO U UO O E N @ L a< p Q oQ az B1 (nY iv O nm m p 0, '<w J G ° 1 z � ~°o < Z g o U �8 ¢ a =K - CID a 0 �N TO > d. ^L' \W x c N c~3 O QU C3i \aJ LL /11 m � r_... 00 r m Z r- r m Gn T C) r y r � T 0 cca N M rn N o Z Z E E ai o a o U _j Q o 0) JOB NO : 19-8532 SCALE : AS NOTED SHEET NO. S4 J SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H1OA w/ (18) 1Od x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10d x 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER 24" O.C. @ TOP CHORD SHEATHING DETAIL OR SHEATHING DETAIL BLOCKING FOR : • --L FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT'L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX 8" FROM EDGES OF OF SHEATHING TYPICAL QU I LOOKER 2x8 SYP#2 "L" BRACE TO TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER EXTEND 2 LEAST E T OF 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB @ 8'.0" O/C. MAX. & (2)1 Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7. W/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2X4 "T" ON TOP OF PANEL BLOCKING,771� SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. INSTALLED PER MANUF. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH O.C. MAX) w/ MIN. 4" GABLE WEB STRAP MISSED VERTICAL SECTION j EMBEDMENT IN KO BLOCK SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 ' SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES'7 OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C F 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FASTENED AT FROM RIDGE FASTENED APPROX. 8" FROM SHEATHING TYP. EACH JOINT & (2 RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED W/ 2 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 PANEL BLOCKING @ 48" 2x BLOCKING () can BLOCKING, FASTEN WITH O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"xT BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 16d TOENAILS I 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. REFER TO DETAIL J ON SHEET S5 FOR f r SEE STRUCTURAL OUTLOOKER X-BRACING, AND TOP T NOTES AND NAILING CHORD BLOCKING N _ SCHEDULE FOR INFORMATION °° SHEATHING DETAIL Ill. 1/ 2"x4" CROSS BRACE WOOD TRUSSES �° APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 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 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. O/C w/ (2)16d END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) pq 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 x ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND YA� AT LEAST 90% OF WEB LENGTH (SEE TABLE) ,-GABLE TRUSS r1/2" CDX PLYWOOD OR 7/16" �BRACINGw/(3)'Iddx3" w OSB SHEATHING ATTACHED AT = W/ 1 Od NAILS @ 6" O.C. • EACH CONN. @ 24" O/C E ES AND 12" O.C. FIELD SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER JACK TRUSS 1/4"x1 1/2" SDS SCREWS TO SEE PLAN FOR BLOCKING & (4) 1/4"x2 3/4" BOND BEAM CONNECTION TITEN TO CMU ot-__ MASONRY WALL Ur I nt AI LAJ I LVIIIVA I IUIV rr��� nvvr kono ory r vrti �-r� r / BLOCKING, FASTEN WITH ZX415LUUKINLa 1/V/ as 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING = D ) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 3EE PLAN OR WOOD TRUSSES OCAT ONS) 10dx3" 0/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT f— CONTINUOUS BOTTOM CORD BRACING 2"x4" MAIN. S'EEEMM/S5 CROSS BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS "L" BRACE W/ 1Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. `MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. a q ME OWN ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) 'L BRACE 2"4" (U.N.O.) L BRACE 24" 0'0" - T-0" S-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —GABLE TRUSS \--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:34'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. O� o CORNER JACK C7 Y a Q W z O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C, MAX. FOR FIRST (4) ROWS OF TRUSSES AS PER BCSI 1-13 SCALE: N.T.S. SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION M Q �ttt? t 9 I I I I I t i i p/�eee -�� Q •" �aE rn v r� — `L .'__j�U�� 10 U \ d NI �V:'ell O S 0 E S � ���a1 r°�/iliflillEt°%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. W g' O r '.10 IT8 N o�p N# ® O C:) C)c o 0 .2 a1 J st W W fA Q CD W N a' ai m� a s W p & 0Wzo z W J C?m m 0 o C (V [0 9 m or-.- W L 2E°'O' <o a0 QMZ N'IT (� F J 0 Z V ❑❑❑❑ W N O � O z o _7 M D_ O V) z o Ln W o Ln U CO w E— m E — o g Ca o � • t0 Y sm o co Jz w co co z O Z ¢ LPL ai E Q E R z® ❑ a 00 t— C _ E O XU a� U U o¢ Nire o 0 ¢o az U) c - C �� mo o f <z J a' zz to o go gas LH O ¢o oz 1- �3 o w< �o O to oit z¢ aF o- �3 �N O ^L� W r— co N co C�) C m r 0) z o Ln N GV O T 6 N CIO o Z z E O c� ,— m r m d E U _j a m Q p C o JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION ( I DOOR JAMB REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. _ MAX' 8 DO NOT DO THIS PROPER INSTALLATION 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO ti( 1x4 P.T. 3-1/4" LONG X 3l16"0 FURRING 3/16" 0 X 3" LONG FURRING „ TAPCONS (2) ROWS 3/16 x 3-1/2 FURRING #5 REBAR ` � AND NAILED W/ 8d COMMON I 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2X8 (-gyp,) BLOCK@ SPACING i� 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x BAND PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3 '� DETAIL STD. 90° HOOK (TYP.) STD. 90^ ` I� JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELFILL DLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT ]L]IL J[ 4% J/ AL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL TE; t[B DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" P SHEATHING TO TTOM OF BAND x 3-1/2" TAPCON @ 1H APPROVAL FOR CONN. (2) ROWS 3/16" x O.C. & 4" FROM EACH 1x4 E .C. & TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING ' ±2° NOTC F a0 FIRST COURSE MPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8L ` INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL t5^ NOTCH WEB AT F RST 2 COURSES E '' ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC ER FFILLEDOUNDCELLPP AN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A =1610 # FOR 2 STRAPS FILL 1st 4 COURSES SOLID W/GROUT EMBEDMENT INTO BILK.) 1/4" MAX Z-0" 81' 1 PLY PRE-ENGINEERED TRUSS " 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS = 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4"TITEN ((F 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 CUTOUT IN O.S.B. ON THE = a BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION y ' 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER of RECORD FOR '_•'. '•, % ' '« SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN • :• .. •: N.T.S. .• •s INSTALL WDW. SCREW ANCHOR 2 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 INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. 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 4YZ' WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'4' 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 ( NAILS ARCH DETAIL 4' MAX. RAD. J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ xOVFRN TO TRU SP CHO D MIN. 4" EMBEDMENT AT 16" O.C. + N01)y 1 r_OL1 5111 -0 SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + + + 09btINISHFLOQR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED D /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT + v a #5 BAR HEADER I.BLOCK SOLID BLKG. AT TOP BTWN. ARCH 2-0 8 (5)12d NAILS SIMPSON TRUSS + SOFFIT ' . ,D c p D ,° ° 1011 CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . , s o ° °� H IN TOP o KNOCKOUT / N 8d NAILS EACH TRUSS o p CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR _ — MONO FOOTING VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" __ TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS 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 ° ° 2 x 8 VERT. BRACE(S) OR INSULATION INSIDE TO ALLOW F000, ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° °ffTANDARD q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION p HOOK N #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 SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRUOSB INTO 2 x 8 O.C. -'° °" '° ° °'-'° ° '' °° °"-°°Sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 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 10) x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION NAILHTT4 U S - 1/2" NAILS STUDS & E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS L 5/8" DIA, ALL THREAD ROD O "SET" #5x6' EMBEDDED INTO EXISTING BOND BEAM Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F F EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE g wo LU LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP °. v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o to w a- A REINFORCING AS FOLLOWS: SEALANT T o � a¢ 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. e g . I ' t- J #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - 6" MIN. LAP SPLICE W/ F I REIN ORC NG PANEL ° v EXISTING FOOTING (2) #5x6 IN CONC. LO FILLED CELL SMOOTH, DO NO FURROW. , ° N „ DRILL 374„ x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP GRADE o. o ,— D `. \ SET BAR IN EPDXY Y. , G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. SPLICE NOTE: C,I z SEE GLASS BLOCK INSTALLATION NOTES. T H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , " ��a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4' = V-0" „_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. %ax r ko • �\ ` 11) - •• \ J �J n'i N UX� o U:v •. C8� '/v "o OFESSIO'a NN N" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) Q (p �-p 8 to aco � N N # # i4 V ® - * LL M N N CCo LL J - M J it W W c W LL LL a a Q , ; �1 LL 52 a s W Y o �N oz ,t �O mS29 m E { '13 m °(0L Co O r E zNdQMz IL � Q O 7o U z f- J ° OOO❑ W o.✓ M po z M cn _ � o � LL � V W o 0 cn �L/) ° LLJ c�f o zn N R3 '- U `O — o g ik C C/) � �Q Q 0 ti o w z co w o U_ z o� 0 � ?rn <� U E O I— (1 Xo �"U O N a F °z ao 0 O G x z ¢� L Q ❑ m (d U c ' v z or .m O z, <w z N o< go a T U ¢0 ' r�= CD;o o W co 2l ¢ a x �U °N ^L' W c N `° O Q c o r rn r z o LO T C N Q r m N LO C') T_ o Z z E O v; N 0 T- W c a E U v 43 Q p = c JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. SS 3 m n, v x N op- J M m rn it W N O J M I0 I c i a a Q rn N v a dl N E 0 `v c c J O U c 0 �l O a i i 0 J 0 0 N 0 0 a 0 0 N 0 W CROSS BRACING DETAIL (TYP.)_ SCALE:NTS TRUSS NOTES: CONY. 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. Dg 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 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE , CHORD AT ALL HAND FRAMED AREAS TYP. � DIRECTION TYP. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4---- ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TRUSS A K (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL r4 SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ 4 () SIMPSON LSTA18 w/ (12) 10d NAILS SIMPSON H w/ CENTERED AT 16d INTO HEADER SEE PLAN L. FOR CANT. 6) 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAMSEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI SEE FLOOR PLAN FOR COLUMN SIZE & BASE I-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 ^ nT 1 ^ A 1 n OPT ION A SCHEDULE/PLAN OPT 1 O N B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. A � A SEE PLAN FOR SCALE: 3/4"= V-0" BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL SENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d 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. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS AT 8'-0" MAX WOOD TRUSS �- jC 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d TYP. NAILS U.N.O. SYP COST. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2"2X1 4 LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH LA X SCREWS E 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BILOCKINGINFO) BEARING SUPPORT o, ' EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ., SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF g SEE FOUNDATION DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO ; ' SCALE: NTS 3 SCALE: NTS COMMON B M . ATTACHMENT �18 WOOD TRUSS '°` PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS OL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE VS5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON SP2 w/ 12 10d NAILS AT TOP ( ) 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER INFO. 4" O.C. INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ SEE PLAN FOR WALL LOCATION 4VARIES 2xBASE PLATE W/ 112" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON TRUSS/ FRAMING BELOW @ 6' O C OR TRUSS. 2X4 CONT. W/ 2 () MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. • xx STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL a .° 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL ; OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. ° o W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR • . TO GABLE TRUSS LOW ROOF TRUSS W/ 2 2x6 BLOCKING UNDER FLOOR G.T. ( ) MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION 4 COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.G. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION @FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY s CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS I �Ii I tN �\tiy lb 5 ..Z. FLQ,.�P � 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. HIM 0 Q �E CD OD01 8. N # N rn O O O M cD J J N N N W k LL Q U- - aa a a>i Lu d d Y z C: ���z W. 0 �• m 0 @ C CV co 0 r- . :� O W ILW ILF 2 E rn k o aM 3:N x 0 L, Q coz Q O U Z U ❑❑❑❑ W p� Z N O Z Z o Q M � N coJ W LL (� w 0 n � n U 4 Ow N �N r- o v UFOd U „, 2 E o g i� U o y ,a:: u' a m ® Q 4 g o o M w M z o z __j LL_ 1? E E W } m �k U cu r 0° o 0, O N � Qz ¢Zo wz � L c _ O �' U m� 10 O Z 47 m ¢ w s? oa LL go a mF C) w a� ' o w� >° CO V' 5 a o - U3 �N 0 >� L W co N `° O Q C i Oi a. m E r Te V c_ Q CF) f O Z o Ln = T N O r ai E w r co — o z E O ,- C m E v a? c JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. D 1 ^'^'n WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat 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 AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO- BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW I LnUI 111 V V 1 L/1tJ1 111 V V SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 4 =-a M 1'-4" PER PLAN 1'-0" PER PLAN SHOWER SEAT a WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING ED FLASHING (SEE DETAIL WP07) M la kSHING Q I WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 1� SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER g g uJJ Lu PLASTER STOP - _ W CONTINUOUS BACKER - 0 U ROD & SEALANT W W L W O A INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 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 11 3-1/2" INCH FLANGE THIS GAP IS A RESUL NATURAL SHRINKAGI DO NOT SEAL. DRIP SCREED PLASTI ACCESSORY WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER r (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) C a SOFFIT/CANTILEVER SELF -ADHERED FLASHING INSIDE CORNER --�-)Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) -0 o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS� TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6,2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. 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 Detail Instructions Refer to the number marked as #Oin 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 718" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all l 2 0C c= rn 0 tV 0 CV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W E V 8 co coop e0) N Q 0 O 0 9 C1 MN^ @ W N J IJJ LL O H 2 M 6 -Np :3 -1 st , J L D W LLJ 0-o. H Q LL N W LL awa 0 �P UY ��� Zoo q�/ rg T.. 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U #145elf�arllBrag � t5 p O AIC Ur of Edgy tirtCCiE Slip C/) (Ty+pica � n nt Wash rs U m F� C Sou Rp, Self-� klr` blots i2y %'cut ter W) ^Q^ L..L Left Sra �t 1 U #l4Self-Drtllll r s'Thru ckeu Ck mss Sru pport I AIC` Unit fr om .Sidle i icaI: I I � side f6r hurkane use) O sa w actsEkrc �P„da r t MU err , a Lk Arw � z J W tlr n C-PM Q J d SHEET NO. PA 1.0 ��, A3 FL17244 R2 ESR-3455 A23 FL10446 RS ESR-2606 HD210-2 FL17232 R6 ESR-3445 HU210-2 FL10856 R5 ESR-2549 HD212-2 FL17232 R6 ESR-3445 HU212-2 FL10856 R5 ESR-2549 HD216 FL17232 R6 ESR-3445 HU216 FL10856 R5 ESR-2549 HD216-3 FL17232 R6 ESR-3445 HU216-3 FL10856 R5 ESR-2549 HD26 FL17232 R6 ESR-3445 HU26 FL10856 RS ESR-2549 HD28-2 FL17232 R6 ESR-3445 HU28-2 FL10856 R5 ESR-2549 HD410 FL17232 R6 ESR-3445 HU410 FL10856 R5 ESR-2549 HD412 FL17232 R6 ESR-3445 HU412 FL10856 R5 ESR-2549 HD610 FL17232 R6 ESR-3445 HU610 FL10856 R5 ESR-2549 HD0410 FL17241 R4 ESR-3444 HUCQ410 FL11468 R4 SIM200804 HGA10 FL17699 R1 Evaluation Report HGA10KT FL11470 R4 SIM200803 HGAM10 FL17699 R1 Evaluation Report HGAMIOKT FL11470 R4 SIM200803 HHCP2 FL17236 R4 ESR-3448 HCP2 FL10447 R4 ESR-2551 HTA16 FL17680 R2 Evaluation Report HETA16 FL11473 R4 SIM200802 HTA20-18 FL17680 R2 Evaluation Report HETA20 FL11473 R4 SIM200802 HTT16 FL17324 R4 Evaluation Report HTT16 FL11496 R4 ES-0130 HTT45 FL17324 R4 Evaluation Report HTT22 FL11496 R4 ES-0130 HTW16 FL17244 R2 ESR-3455 HTS16 FL10456 R4 ESR-2613 HTW20 FL17244 R2 ESR-3455 HTS20 FL10456 R4 ESR-2613 HTW24 FL17244 R2 ESR-3455 HTS24 FL10456 R4 ESR-2613 HTW30 FL17244 R2 ESR-3455 HTS30 FL10456 R4 ESR-2613 HTWM16 FL6223 R4 Evaluation Report HTSM16 FL11473 R4 SIM200802 HTWM20 FL6223 R4 Evaluation Repoli HTSM20 FL11473 R4 SIM200802 HUGT2 FL6223 R4 Evaluation Report HGT2 FL10456 R4 ESR-2613 HUGT3 FL6223 R4 Evaluation Report HGT3 FL10456 R4 ESR-2613 HUS210-2 FL17232 R6 ESR-3445 HUS210-2 FL10856 R5 ESR-2549 HUS212-2 FL17232 R6 ESR-3445 HUS212-2 FL10856 R5 ESR-2549 HUS26 FL17232 R6 ESR-3445 HUS26 FL10856 R5 ESR-2549 HUS28 FL17232 R6 ESR-3445 HUS28 FL10856 R5 ESR-2549 HUS28-2 FL17232 R6 ESR-3445 HUS28-2 FL10856 R5 ESR-2549 JL24 FL17232 R6 ESR-3445 LU24 FL10655 R4 ESR-2549 JL26 FL17232 R6 ESR-3445 LU26 FL10655 R4 ESR-2549 JUS210-2 FL17232 R6 ESR-3445 LUS210-2 FL10655 R4 ESR-2549 JUS24 FL17232 R6 ESR-3445 LUS24 FL10655 R4 ESR-2549 JUS26 FL17232 R6 ESR-3445 LUS26 FL10655 R4 ESR-2549 JUS26-2 FL17232 R6 ESR-3445 LUS26-2 FL10655 R4 ESR-2549 JUS28 FL17232 R6 ESR-3445 LUS28 FL10655 R4 ESR-2549 JUS46 FL17232 R6 ESR-3445 LUS46 FL10655 R4 ESR-2549 KLEG3 FL17241 R4 ESR-3444 LEG3 FL10667 RS ESR-2615 KST260 FL17244 R2 ESR-3455 MST60 FL10852 R4 ESR-2105 LSTA12 FL17244 R2 ESR-3455 LSTA12 FL10852 R4 ESR-2105 LSTA15 FL17244 R2 ESR-3455 LSTA15 FL10852 R4 ESR-2105 LSTA18 FL17244 R2 ESR-3455 LSTA18 FL10852 R4 ESR-2105 LSTA24 FL17244 R2 ESR-3455 LSTA24 FL10852 R4 ESR-2105 LSTA30 FL17244 R2 ESR-3455 LSTA30 FL10852 R4 ESR-2105 LSTA36 FL17244 R2 ESR-3455 LSTA36 FL10852 R4 ESR-2105 LTS19 FL17219 R2 ER-0200 LTT19 FL11496 R4 ER-130 LTS20B FL17219 R2 ER-0200 LTT20B FL11496 R4 ER-130 LTTI31 FL17219 R2 ER-0200 LTTI31 FL11496 R4 ER-130 LTW12 FL17244 R2 ESR-3455 LTS72 FL10456 R4 ESR-2613 LUGT2 FL17240 R1 ESR-3447 LGT2 FL11470 R4 SIM200803 MP3 FL17244 R2 ESR-3455 LS30 FL10446 R5 ESR-2606 MP34 FL17244 R2 ESR-3455 A34 FL10446 R5 ESR-2606 MP4F FL17244 R2 ESR-3455 LTP4 FL10446 R5 ESR-2606 MPS FL17244 R2 ESR-3455 LS50 FL10446 R5 ESR-2606 MPH3516 FL17240 R1 ESR-3447 WMI416 FL10667 RS ESR-2615 MSTA12 FL17244 R2 ESR-3455 MSTA12 FL10852 R4 ESR-2105 MSTA15 FL17244 R2 ESR-3455 MSTA15 FL10852 R4 ESR-2105 MSTA18 FL17244 R2 ESR-3455 MSTA18 FL10852 R4 ESR-2105 MSTA24 FL17244 R2 ESR-3455 MSTA24 FL10852 R4 ESR-2105 MSTA36 FL17244 R2 ESR-3455 MSTA36 FL10852 R4 ESR-2105 MSTC40 FL17244 R2 ESR-3455 MSTC40 FL10852 R4 ESR-2105 MSTC52 FL17244 R2 ESR-3455 MSTC52 FL10852 R4 ESR-2105 MTW12 FL17244 R2 ESR-3455 MTS12 FL10456 R4 ESR-2613 MTW16 FL17244 R2 ESR-3455 MTS16 FL10456 R4 ESR-2613 MTW18 FL17244 R2 ESR-3455 MTS18 FL10456 R4 ESR-2613 MTW20 FL17244 R2 ESR-3455 MTS20 FL10456 R4 ESR-2613 MUGT15 FL17240 R1 ESR-3447 MGT FL11470 R4 SIM200803 NFM35X12 FL578 R5 Evaluation Report MBHA3.56/11.25 FL13904 R4 ESR-2616 NFM35X16U FL578 R5 Evaluation Report MBHA3.56/16 FL13904 R4 ESR-2616 PAU44 FL17239 R4 ESR-3449 HDU2-SDS2.5 FL10441 R5 - 3 ESR 23 0 PAU66 FL17239 R4 ESR-3449 GLTV3.516 FL10667 R5 ESR-2615 PHD2A FL17219 R2 ER-0200 FGTR FL11473 R4 SIM200802 PHXU3516 FL17241 R4 ESR-3444 CS16 FL10852 R4 ESR-2105 RFUS FL6223 R4 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) October 11, 201 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, 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 building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru FirberClassic and Smooth -Star (NON -IMPACT) F120461.1 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.8 +67.0/-G7.0 psf ThermaTru FirberClassic and Smooth -Star (NON -IMPACT) F120461.9 +6J.0/-87.0 psf ThermaTru FirberClassic and Smooth -Star (NON -IMPACT) FL20461.14 +87.0/-87.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7840.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (BX7) FL15279.37 +30.01-32.0 psf Clopay Building Products Residential WindCode Doors WS (18X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors WB (BX7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors Vu6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 165 FL17499.2 +50.01-55.0 psf PGT Series 5500 FL239.J B. HORIZONTAL SLIDER MI Windows and Doors Series 168 FL15351.1 +40.0/-50.0 psf C. FIXED MI Wintlows and Doors Series 185 FL15349.1 +40.0l-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 F1261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16916.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7649.28 N/A Boral Tile Saxony 900 FL7&19.16 - FL7649.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters R Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA The products listed below did not demonstrate product approval at Ian review. I understand that at the time of inspection of these products, the follovvin information must be available to the inspector on the P i P P P 9 Pa jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Building Codes and Standards Product A PApplication Detail PPnova] APP Pawl are 1211212018 Florida Department of Business & Professional Regulation Building Codes and Standards Product A Approval Application Detail Pegs 3 of 6 IT12J2018 Florida Departnard of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail peps t al +m°+e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dstait page i orl +arm+e CID (� Q ++ O �^ co .tea �1W� U a N aaaTTTttt ' ; CV V T•t O O /L� • L� O >•l � 0 O I a Lam, ICU -6--aa L� 'l1 ♦V v_, O /1♦ /V11� W L �,,,a . cn W O T( L� k4d Cc ' U) �I (n W s ICU ♦ V O Q Elm flgdg sadly or 2111; 21k Date. Pendlna ggtp, Jypq. Version Manufacturer Contact Enalneer&License Validated By Validated submitted FWAoamyal Approved Shale Revision 2017 Therma-iris Corporatlon Rlck Wright Lyndon F. Schmidt, P.E. Ryan J. K rig, P.E. 101162017 071122017 10/182017 12/122017 Approved Category: Exterior Doors (419) 298-1140 PE-43409 (913) 767-6655 subcategory: Svdnging Exterior Door Assemblles nckw@N+bldgcormdtants. Compliance Method: Evaluation Report from a cam Florida Registered Architect or a Ucensed Florida professional Engine. Ram4e1.R2Produde :. - Duality Assurance Approved for Use ApprovedforUse 1-act Deal,, Seas Fratluct Model. Number or Name Product Dexdbti-n C-mnctEspirstl-n Date In HVHZ Ouhlda HVHZ Resistant Prosaism 1 a. Th-Tru Flber-Classic and Smooth-Sl. Nominal 6& 39;8 &quotNon4mpsd&quot; Opaque 12f312020 No Yes No WA Composite Edge Fiberglass Single Do. 0nswingfOutswing; X configuration) MEN= Code. EnMv or pa(g j)a(q Date Pendlna Iygp Version Manufacturer Cm .aect rnaln-&Llcens, Valuated Sv Validated autimitted FBCA roye al Abbd Status Revision 2017 Thenna-Tru Corporation Rick Whom Lyndon F. Schmidt, P.E. Ryan J. Idng, P.E. 12/132017 12/13/2017 12/212017 W/132018 Approved cat gory: Eaienor Doors (a19) 298-774o PE�3409 (813) 7fi7-6555 Subcategory: Sminging Exterior Door Assemblies rickwarMbidgconsultrds. Compliance Method; Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FLa°701 %! ProduUs - - Duality Assurance Approved for Use ApprovedforUse Impact Design sea/ Protlud Matlel. Numb or or Name Product)-fttjon CordrxtEmirdbn Date In HVHZ Outside F(VKZ. Resistant Pressure 1 a. ThermaTru Flber-Classic and Smoolh-Star Nominal 68df39;8 &quol7Jon4mped&quol; Opaque 121312021 No Yes No WA Composite Edge Fiberglass Single Do. (InsvMg/Outswbg; X. cmlBguralton) 211111112 Enft or 20 20 DAkPARdbA Rik �■ � IN Y� � � Revision 2017 Th°mul-TN Composition RkkINfight Nations] AcwodkoWn& Ryan J. ling, P.E. 12MaW17 092112D17 1?2=17 Approved estegory: ExWior Doom (419) 2a-1740 Meow am Institute (013) 7674M Subcttegoy': Swinging Exterior Door Aaumblas Ik2aY W-kwltL CorwlY Issued* CarUkeem Man or Liters can ", t Qmft Assurance Anortandfortlift Appuaged for Use trod 229M AMg in NVIE ,�-tl�i ■ 1 a. 8� and &qu°kaercM■k by dD and &N Opaque and Glazed Fiberglass Door with 12131=1 No Y" No WA Themau TruBquat and wWW Saltless. Investing and Oubrirs 2m Enft 20 20 Dab earafte 20 version mwmftob" Caused E'�'A-� Y� � �' Rendition 2617 Themle-TN Corpoatoo RickNhghl National AomodkMlon& Ryan J- King. P.E. 1P202017 000212017 12rdM17 Approved Category: Exterior Door (419) 29&1740 Management Institute (813) 76746M aldCalle". Swklpklg bdorbr DoorAteembla ridmrinYbidgccnaiaanb. CosePlWca Modest Consolation Mork or Utica Quarter Assonance Aboateadforthis ApprsyWfor iwm 21" Asia!! Product Constriction In,j�i g1�9-jARi �i �■Q 5 e. 8quok8rrroo8r-Star&9uok and &VuotSenalanerk by &e and W Opegw and sand Fanghu Door with 12131=1 Na yn No N/A TMmwTru&quot and wMtmdtasis S. ]naws rat kOulesi g 6 f. Therms ru benClws c a mo sir Nornma 9;0 &qu ;Nonr mpe gaol; Opaque 12/31 020 o as No A Composite Edge Fibergrss Single Door (Inswin fawin,XconMuredon 6 f. Therms-Mv Fiber -Classic and Smooh-Star Nominal W#39;0 &quotjJorHmpscl&quot; Opaque 12412021 No Yes No WA Composite Edge Fiberglass Single Door (lnswinglDutswing;Xcmeguraeon) 9 I. Therma-Tm Fb.-Clssslc and Smooth -Stet Nominal 54ms;8 &quoUNor,lmped&quot; Gimed 12/3WO20 No Yes No N/A Composite Edge Fiberglass coons Single Dom Qnswtng/odsv4ng,X configuration) g I. ThermaTru Fber•Classlc sins Smadh-Star Nominel 6BdKS9;9 &quotNon-impart&gaol; Ohisd 12/3 2021 No Yes No WA Composite Edge Fibergins Single Door nswln awl ; X cnD untie &qu glas, Single D slot; Closed12/312020 No Yes No WA 14 n. Thema•Tru Flber-Classic and Smooth -St. Nominal to Edge Single Do. Cotrrpngr 14 n. nna a - a oo - n o - - es Composes Edge Fiberglass Si Single Door 9natiinglOulswing; X configuration) (Insuvin :wl ; X configuration) swng;Xconfig Florida DepaAnlent of Business & Professional Regulation Building Codes and Standards page 1 d+ ue201e Florida DelpaAment of Business & Professional Regulation Building Codes and Standards papa I m+ 111=111 Florida Department of Business & Professional Regulation Building Codes and Standards Page t er 1 Immill Fl rids Department of Business & Professional Regulation Building Codes and Standards P:Ipe 1 m 1 115rm1e Product Approval Application Defall Product Approval Application Datdl Product Approval Application Detail Product Approval Application Detail gat I= version Revision 2017 suadamat MI yandouw and Doan CaYgary: Edarlor Doors eubCaft": Slang Exterior DoorAnemblies Compliance Us#** Evsknam Repot mom a Flunaa Regi! Architectora Liaernaed Florida PnobabrW Epplraer Lorca 220M §MbNLALiMat moodgmm Bret Sanger Lois Rotse LerI1a Steven M. Un ck PE (I M 365-MOD PE-W11 (717) 917$454 beMntpasmiwd.conn Gale 291 VeldaYd A,mtIW 08N32017 0&1112017 2MLEMON go IBGAM-M almosia 081162017 10MOM17 Was Apposed 1 ga MUM VSWpp RevMn 2017 Motimulto he WMdays aid Doom Category: Eldtbr Doom Msb6s1a9°ry: loading Exterior DwAseembs s Coepeanss Yaluub Evaluation Report Man a Florida Registered Amhact a a Licensed Florins PrateelwW Engloaa Mg" Seollyd NM*WXALIMM YMNIMM &ant 6alrgar Luis Robert Loon swan M. irictt. PE (7M 35 -"W PE42614 (7M 317-8454 bWngwQmi v&mn Gat late Ve■aiW MJmtiW 061132017 WI I2017 DOLEMEN ■ t Eigdmmral A22MM9 011/162017 101102017 Iwo Approved FILM! Gorda ISM VersMn Revision 2017 tipper MI Vila doeas and Dose Compery: Exterior Doom 0u0Calsgwsr: Sdanol Exterior DoorAaarnela Compliance ill~ Ewioalbn Repod6orn a FlorMe Regagtsd Architect or a Licensed Florida probation Erpleeer ■ultra go" isaYr[ALYaa IMtdaYM BrsM seesga Luis Robano Lomas Stevan M. Urfeh, PE (7M 355 43M PE-0514 (717) 317-6454 WMrsergynRmd.tom 21M ills WOW uah.■N 051732017 05111/M17 2WRENAom bate FOCA arsal Appr..tl 08/152017 IOIIW 017 Wars Approved Sin■ sins VemYn Revision 2017 MYnderir■[ MI Vlydoesatd Does cYpery: Exterior Goon illutiCaMeom Spolnol Exterior DaorAaarlhlee Co°WSmee MWioR Evaluation Report5orn a Florida R89WKod Am hbd as Lkanted Flords Prdwbnd Enynea L■La good AnWEL NM9M VtaudWtltl owit6ltliuw WY Robenb Loma Stever M. 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Urick PE (717)gwom0 PEdJ514 (717)317-g454 beMl+sar'•com 081132017 0&1120f7 OSM52017 1d10rJ017 Approved Rwhbn 2017 PGTIduaies c°eea°+y: Oderbr Doors araCetpay: Siding Exterior Door AtIrWMcee 0errg1reese.]]perk CemRealbn Mark or Lb" Dean Runk Misn")as BODO-CER Mimi -lade 9000-VAL (941)486-0100 (786)91 dnM1dWUloa.Oert 12rjWM7 ilrA g17 122M17 Approved - ■ � Lag 37 037 WS-W PAN•211a151:84A, 94, 73, 75, ISOM, 190, 70, 781/, 4RST, 4RSF, OW, BRSF. 2RST, 48.42. 56, 480, 426, 55S, MM, GDSSV, ORES, GR6SV, AR58, ARMV, E(MS, EDSSV 9MUL UVM M f8■rdgimloLngeM VAW Pan (mlo. 25 go.) Simple-Cer (up b 9'0• wide) ■21r1028 VANDCODEW?4; vv8 Garage Doe A YM As■mditactYa In IBM maYemm: No kmad amo m Yes No Data MVrear■ -30 PSF POFI.32 Lag 63 053 W5-16 PAN-2F/53:6M, 94, 73, 75, ISM, 190, 4RST, 4RSF, SRST, BRSF, 48, 42, 56, 48S, 420, 5■. COBS, GDSSV, GR5S, ORSSV, ARMS, ARSSV, EMS, ED5SV aMMLAMurmM E S*W Pan (mid. 25 ga.) 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Double -Car (07 to 167 052II&M wkb) WINDCODE&I174; YX lunge Door No Ya No -37 PSFMI PSF Cn -tf O Florida Department of Business & ProfessionalegU a on Pala 1 of 1 Florida DePaMard of Business &Professional Regulation Building Codes and Standards Pye I m t INrmis Florida Department Of Business & PTOFBIMiOnal Regulation Building Codes and Standards rag.1 a+ 115=18 Fbnida Dep81DnIBIIt OT Business & PfOfeMlMal Regulation Building Codes and Standards Page 1 a 1 +°2°1° Building Codes and Standards Product Approval Application Detail 17/17/2018 W Product Approval AppiRlatitln DIM Product Approval Application Dallas Product Approval Application DetaG a) V J come. LM version Manufacturer Entity or Comsat Enolneer&License Validated By QA1 [&rg Date Pendlna 211111 Valldetad Submitted FBCAbproval Approved $Igtag f'!i pj(6349M FLN434t2d Fib 216 mm je■M Revision 2017 Ml Wiodmw and Doom caYolay:Windows snaplspoey: Fixed Compliance- d: CertlACalbn MankerLMYg slam a■ gaoA0o1MaAL� Yt■■mt anmd$mngw American M°hMsaknrel Smven M. UrMt, PE (717)356-MM MemAeM°MAmoctWon (717)317-464 b@MnawGndwdoom 291 20 WOW OW A,mmW 17F312017 1213112017 2MLEMO R LM FMAMMMM Atars2W 01104r2DIS War Approved ga &a Y>rs9pp Revision 2017 Yamf■t POTIdutries category: windows erbGaaary: Find wanes c.rtino.um van a Con*Nanlee LIWrg Kamm Soma dL )Mimi Dan Run MlemFDade BCOO-CER aasrN•Dads BOOO-VAL MI)40"100 (7"315.2500 dmanoppandpasMa can gaM get liliw Afrsmal 12202017 1120011112017 20JYAOM ➢m 1O0d .ADMVW &OR= 1226=17 Win Apprised .Sects Mom Vernont on Review 2017 ONNORO POT kduWtes caMow.vinissas ; sue. Hung rtin9 wltenb Oantlncetlor dies or L mYLa GMYfd EXINKl.LYMM Vetdd" Dan Ruwk Maml•Wde BCCo-CER MtenR-Daft OCCO-VAL (941)48&0100 (78M 31545M drcerkgpoltledceotea.can 20 LY Ysud■d sumamW 12/20/2017 1210812017 gtY.C9 .BM no FOO Attlrsrsl ApprsMd 12r2l 7 ltfr Approved Revision 2017 MI Windows and Doors Category: Windows SubcategoryHorizontal Slider Camp llmce Method Certification Mark or Listing FLdd461 R6 P oduots Brert Stinger American Architectural Steven M. Udch, PE (7M7)366-3300 Manufacturers Association (717)317-8454 bsitlinger@mhW.eom QuefityAssuranca 01212018 011032018 01222018 Approved for Use Ao-roved far U ore gnpaat Approved\`J Deal,, / O USA Product Model. Num ber or Name Protluct Dasedbtion Camnet Exoirdion Defer In HVHZ Oumlde HVHZ Resistant Preeeum ^� r ' AOOnowd for Use Amoroneed for low mom Amoranmal four� gM lama gm" Asia Aoauaged for Um a" mom 1 KS 188 Fin ad Flange Frain 0 73x62 Insulated Glass 0211=019 No Yes No +55/-55 CIO i�i AMA a�l EMOOLDaadOo saom■lmnGre It = 20MWLtAOR also= E0 1 1e5pal 73 x 721nnubted talon 04NMIS Mo Yee No +800-80 A■A Mmm: 2MMWLt Eli Budd" Fri■■ 9 MY-66W"t"Waste, Yrpado Vinyl Fixed Wlodow ov3or 20 Ya Yes Yes WA h" elan GppYro�&alaLnLr I, HVHZ 2daael= Rum" PJseerlrs 7 11146500 (Lags Mlaab Impact) Vhyl Single ling WMdow o7TJ02020 Yes Yes Yes WA U O L V U) Florida DepaAmeM of Business & Professional Regulation Building Codes and Standards .gale/ IlYmis Florida DepaRrtaM of Business & Professional Regulation Building Codes and Standards Page I of i IRImle Florida DepaAmen of Business & Professional Regulation Building Codes and Standards Page I at I irtm+a Florida DepaRnar4t of Business & Professional Regulation Building Codes and Standards wits 1 a 1 116201e M M W Product Approval Application Detail Product Approval Application Dallas Product Approval AppR cation Detati Product Approval Application Detail rLm1 M7 FLA21224M W I9rNt Gads mm version MYrsdt4Mer initz Gainer ANatle LLLMsMe Wedded Get Gtg YddaYd joissmd 29LEMIMM go FAGdpp®ui Aaammd man BAJH�M Gab Vend- uslumusim AookLa EMMr[ALism vaarras. GPM Q&M Yd"m ANkmod Deb Peruses LM FlgeaarmW ApprsMd Alfa 226 IrMa VfmIM Muslssaw R ftor 920A MtY■LALaMBM YiMatWby Get LY iwwmW Moto QIYFV■bw tans PSOApp®al A■mad Aida Gads I= W.I., JMrsdistam 901km S9atari Amb■LALtrseM YWdIW8, Gat Lis LYEMDOea no kdda1 d lubmim I=Apaalal A9amrd fits 2 Q Ravwon 2Di7 Thnno-Tin Capxatl°n Category: Exterior own eenbfwteaor: Swingks ExWWDOOrAaeembtea CeanpWnee Yaanoa Evakrtlon Rpot hen a Florda Registered Architect or a Licensed Florid° Professional Engineer Rklr WdVM Lynam F. Schmidt, P.E. Ryan J. King. P.E. (419) nS-1740 PE-43409 (813) 757-6555 6***MbMg mbntL 00m 1011d2M7 101/8=17 IGF2 g17 12/122017 Approved Revision 2017 Pull Vandawe and D°ms Category: Windows subCdsow. Multiuse Compliance Mednes Ew oOm Repot it= ■ Florida Registered Arrhaect ora Licensed Fiortds Pmrasbnad Engineer 8WdsMn9s Luis RLama, PE Sloven M. Uri* PE (717) 355MM PE4W14 (7M 317-MM boungwG tm&oenr 1012=017 10M62017 1d2812017 12M2/2017 Approved Revision 2017 FLM14M Pra&ock POT bduaw" NbCateaalr: Mullions Coss"s a Medead: L'a96oatian Mark a Lk" n Dee Ran Mten"sde SCCO-CER MbndM4 IX=-VAL drarlasipgtlMuWW.oan (7eQ) 91&2590 12I0111620t7 1IM11=17 112111,1113017 Approved IWhbn 20V Jrnes Hadle Building Products, Ina Concur. Panel ry: SicMkV Caapan■ wtluak Evaluation Report ban a Florida Restrained Architect ora licensed Florkle prrolnabnal Engineer Phgalus aru Ronald 1. Downs John Scuftd, P.E (9vwwkgaNm t PE-2A721 (95M967d52g dle.com 0112501017 CLIDO 017 08282017 1011002017 Approved Z Q l6Ai"041:111PrsmOt FL Products amikArmmM AappslMfor thin AMrmml for Law NOW gal■ FLO13laMProdUM J AlaA E do§m Is OI■aelllB� _ Roobb t >�wM AaA M1RuQ � ash ErswM Lag 1 Mu3ionafotNl Doom rat iNkdpwe Aka+tinumM aria o62&2021 1. HWHZ yes seals] Yes Yee Eo■■ WA La! (� Approved for Use WOW Ina♦fLLONOWA� Abscond M� Gumhitto LWI" agm Ptapprs n- 1 a, &qutFBerClwbBqu°L, &qux0tsnxootlr8tsf6quoC, SAMM &quothista gicL Caeed Fill"laa 12131/M21 NO Yee Yee NIA 2 5704 Vatleal Alunanm Muam 1201=8 No Ya Ya WA 1 CWO" Lap Siding fEercsmard lop sung 1221=0 Yee Yes WA WA 111.0,11 QUM SHEET NO. dq tXpNoCrandquxnk or BquatCbaloCiaR Single, Door- M Inswing or Oubwkg Configuration PA 1. 1 Florida Deparm wit of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail papa l eri Va7201e M.00112245 small slow Lk go RoLbovm gel FLa1ossiBi 2ok bas YSWoa rmils9haa[ 2mm Eaaloariiheom YilgrMmc island &&mod arLas mvel Asa" Bum Met Ysolan NEUNDImr RevW M 2017 immss Hadla SuldWg Products, Ina Pi gsherig Zhu Ronald I. carries John Saasnt, Pg 0511,61 17 oeimm17 0612812017 101,102017 Approved Revlsbn 2017 MI VWKN ls and Dona camper: Panty Waal (909) 340-2627 PE-24121 (362) W7-2626 Csleaar: Wlockno CompYw IlrtlharI Evaluetm Repo From 8 cliecom Camptrh I atetse Evelsebor Rapetlo n s Fbrkla Registered Amhud or a Leased Fbft Fbrkle Registered Architect or a Licensed Fbdde mmulo al Writer Pn1RgWMt Engineer fia»a-Producer .9irM.ANUM &mnmed for Use Aparainadforijim koRM 2190 13I"SN04tlBr9dm &m! Prodectilwalciallon cleared Backlash, be% kttialiOkftkb B■eed Peso■ a■d 2 HadbPlank lap &deg ffiw rrsd lap ailing 12212020 Yes Yes WA WA 2 5784 Florida Department of Business & Professional Regulation Penal art Building Codes and Standards IMMIS Product Approval Application Dafall BS1a11g81 Smat Erotr tiY Rile 2MLB irm Res bee version YmrlMknC slog EmharlLgmm YMUWA t mi olooded IMICdi2m)W AsmYd AN& Review 2017 Janet Nadle Building Products, Inc, Pi gshe g Zhu Ronald I. 00waa John Southard, P.E. 08257L0+7 08/OW2017 ORf[ M17 IOM02017 APPM"d cStepay: Panel Wage (9010319.2027 PE-44121 (362) 387-2528 SnO0slasa7: Skin9 FkgaMMzMQ anenar Coapaaros bls4lrork EWustlon Rapnfrane dte.cam Fronde WgWbM ArtlrMat or a licensed Fbrtes Proteesew enakwer Lad E gppmrl &o>ammadlMlhR Alggreard b ID Hvw oubme for Use 1i imaM 20lm ft- 2 HwdbPlo k Lap Steels ftim-M ntbpeldeg 121312020 Yes Yes WA WA Florida Department of Business & Professional Regulation Pala i on Building Codes and Standards IMMIG Product Approval Application Detail M h■ vendor, demdermor C1ggkd EDalomt►IMM ywkm sal Yidrd alldmlmd FECA—al &g®ed AMR Revlon 2017 TAMKO Suldi g Producer, Inc. Kern Eder Zachary R. Pr" Lacks Bsuden 10He2017 100062017 10202017 12/122017 Appmmod cdowr. Radbg (417)024.85" PE-74021 (334)3DD-18W subcalrgmyt Und invienenta brtLoden■tanft4on Cashpsanes Malhoct Evelwtln Repo fan a Ponds Registered Arrhhed ora Licensed Fbft Probational Enere ar Lad Gillette PffAftdDNWDNM &gam Ata>wndfwlM a In OLINIOHVHZ krAed Rlrm FAMISWA Plout■ 8 Me. 18 UL AW*Raa.fdmdw lcbR 011072012 Yes Yes WA WA Florida Department of Business & Professional Regulation P.ge 1 M1 Building Codes and Standards 1AM18 Product Approval Application Dolan fLa allis i lmat Boom oat Wk 2dLB109km Idk I= version Mmdmdm Smokr EOahaCLLMm1 voodel.da. llilaWd Adeaf iWAOMM &grand altos RevWbn 2D17 LV. Thompson, Wen. Me 77mpson Arabilachel Tarry CWWhmn ZsdharyR Peter Lode eowdn 101IWM7 10/10=17 10M72017 12/122017 Approved Melee Carpany(TAMCO) (813)2A8-3456 PE-74021 (334)300.1800 Calegary: Racers bhhy rtaYa>Mg.acrrh bubCaligmry: Roofig AacessMWe tw am an Whogral Part ofthe Reeling System Caer fiance Metrolk EvakwHo Roped from■ FWAda RegWMred Architect or a Lkamed Florets Profeaslorri Engine 91Motmomom &omvedfar ar &ppDarMhcYO nod 2min Asa EmamLm2ddjbuk2LKBM EMANLQmgdWm 2mbdxukdaaw hIOBQ 2MMW = BMIWr Pak- 4 TAMCO RWYW Top O MWP Vat with Same W Tte 26 ga. xtnk mot me dark with Was o&o&2C15 Yes Yes WA N/A gob MISS version B■ldalisr Walon 2017 BMW Rodft I hirer, 1-0 s CWpay: RDWO sahcaasmr: Roofing Two CMnpgarpa-- -- - Ewlwtlon Rapnfem■ Product Evaluation Envy FILIfF11161141111 Processes Lad EmaoLogiamoshwwjjm 28 Via MOD Florida Departr ient of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ldkw[ 21k 291 2MLFlorm ore Cppkrd SommuL LWM YitlM" met" Na■Mkd FBCAsamrsl Actommel lest Tp ionwwd MWUalbrn Evakmm (lay W. Wabom 10M82017 10a20617 i0212017 Approved PM2W22W Services U.C. (205)054.0160 dwr&t)emm6@b"m m Qm dkAlMmtes &mralred *,rLm A ids b" aim IM&FL20MUtMM hJBaa 2WWdLtMU a■Irsr 1MeMm NiedMn ProAb - Lake idea, FL 10,04we No Yes Nk4 NM Florida Depertinent of Business & Professional Regulation papa 1 a 1 Building Codes and Standards lmmis Product Approval Application Detail E,Mr Rik Ras 2dLBOM 21k smiler EoiiOrilMme leagtldmt YslaWd aonmdso EWL&■aarr AmMIM akin Bred Stager Lute R Lama, PE Slaws M. IkIch, PE 1011=17 10M6FM7 1M&m17 12/122017 Approved (717)36639W PE-62514 (717) 317-64M bwavenamiod� CkoftL&tl1Oors &■ramLkrthas &aWWMfor Use hand ROM hlVIRZ oubm, i Bodnar PLmI■ Vtflbal Aluminum Muan 121312DIS No Yes Yes WA Florida Deparment of Business & Professional Regulation Peg. i a+ Building Codes and Standards IMMI$ Product Approval Applcadw Detail FLI"W21B2 Setae ErmL9t Gila 291 29LEOMM Rik ism YaWm Named c smog Bnge Allmm YdmdmLu viladd Ailmm d FOCAtemW &aormM Media RevWbn 2D17 AMM Nklt Thorrpson Lyndon F. SdwnMt, P.E. Rpm A Keg, P.E. 1owAl7 1 OMM17 101112017 12/122017 Approved Category: Panel eat► (330) M-23M PE4910 (813) 7674 5M sueGbgory: Soft mFwmPenpaWNo.mm Canparhes Uo*wt EwNatlon Report frown a FWrNe "Whaled AMhad or a Licensed Fbdtla Rosepbest greater Last RmdkAm Product IWm Slate &porandfor lM &aMmudjorUm 1, NVKZ gimltle WAU hod Resistant Dift PJ■MO 1 L &4WtZr&gWt SOa< Vent at am VInyI SM 12I312020 No Yes No WA Florida Deparbnant of Business & Professional Regulation Pega 1 e l Building Codes and Standards IMMIS Product Approval Application Detail has YeWm tkndmwK Smartt AmkmLLLMM kdwdd.mt Yritlmd aubmad JBCa®MI Armored secs RwvMN 2017 LV. Thmpwn, Ina dbe Thompson ArdatehLmal Tony ChArhmn Zadury R. Priest Lode eowden IOMOM17 ta1020/7 1&172017 1211220/7 Approved Maws Conpaq(TAMC.0) Category; Roads (813)248,34M PE-74M (334)]OD-180o tehy�anelslhooag.Mrrr MrbCdegW. Roofing Acoenorles that am an brIO" Pot Mtlls Roo" system U III no4 Mvdw*EwkmiOm Repnfons FTokle Registered Arc hb of or a Lensed Florida Protessnorw Engineer FLStftl84t2 Produces MCA— &ppmmed her iM &D,,,,d. for Lm b=d game La! Sonkidgubboafth1a91i !L Bow" PmMu 1 TAMCO Fist Top gentles Vent whh Baft fat Tee 26 a& staOo root vanteelareh Mae 110011*026 Yea Yes MA WA Florida Department of Business & Professional Regulation Pail. i a 1 Building Codes are Standards +sole Product Approval Application Datall Hal lids Bomb= ere got Qak BM version Magoad id conbm EmMrLLMms Yiorldmt YiOtkg awn" FMAMMO ARKMO Oda ROWWM 2017 Fbdtes Vela Products ma mark Joma James L BudW, MEN YWhW JohnRemker, 10262g17 100062017 10272017 IZM22017 Approved I , — 1: now• (904) 783-84M CK" Engesad" P.E. SW4&bgmy: Rooting Accessories UM am an elarlrOfemoo.00rn PE41242 (601)4W7667 Imsgrai Pat of6s Rooap System Cahrpilaucw Wtrork Evocation Report from a Fbddo RoglsWed Arched or a Licensed Fbrida PmrsbM Engineer FLMAII.M Plasmas, &irarmud,ktlM &mmredAaYm hmd goes amt P MMEL28odON 2280MLIMMOR DW InwAM Ohd"1BBQ SOISMt ldamrm 3 3 - FTAMCO &quoCRV 10 Rbgs ventltquot Akenbun Ridge Vim for; noefabrbabd 12MMOI) No Yes No WA ems ILOW AWmblon 88S*4til Cede Mom Ye1nM Mmmkooz PAVW M 2017 Bow Recalls / MnenLRses cow": RadWls Sub(lalyerY: Rooag Toes Cowptanc�a Mod** Evaluation PAportfrom a Product Evaluation Enthy 6MMA&M1JPradwaft Lai 16 Stony 900 Flax a Deparhne t of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail MOM 2mma anob d a uM yaldoo rs Thomas Jahnket IAPMO Wdbrtn EnWatln Slowly W. Weaker M2) 2m).Zm Bervlma I.I.C. (205) 654-0180 twmaJermrll�hael.ao or RNge l a i 10111201111 20 Oak Rrabeft ere teal d d m WWM LTA lane 101=017 10/0671017 MOW? Approved anaLannm &m,,,d for Um hu modiff a logger 2u m P 990 O AABLUMWRtlt J1LtM gumNLUM aOYhd Panne Fist PralYs-RYIb, CA 1004=8 No Yes MA. WA Florida Depalfiant of Business & Professional Regulation Papal a 1 Building Codes and Standards 11501e Product Approval Application Detail FLa26f.R11 Smile awam Rra era 2AWim pp Rra Mae MaoM rmdWiinu amour Emlolectllemm mdumu JaL Yrlard altomokd FMAMMM &m)rsd skim RgvWM 2D17 Per memories Own Ruark MIMMWD*da SCCO-CER MWWWDaes BCCO-VAL 121062017 11M52017 12fiMM17 Approved Cabomr. WRltlaws (941)406-0100 (766) 31"M0 DabCalaamr: liaebm duWiM.Wrn CaahPeshcab Wood: CeN6cation Mrk or Ling Approved for.LM Am>tMffi.lM LTA*d Ratlm AMA WAKALOM eo dW o Smot■tgoMdmaala kHVHZ gummL s Bomo basins 1 Molina te Ag Doom ate NAMor i Aluminum MuM m OW2WMi Yes Yes Yes NN Florida Department of Business & Professional Regulation Pile 1 a 1 Building Codes and Standards 11arm/a Product Approval Application DOW F Smaa Edhlar Rrl Rek RreBIKm lads bO version mo iom Smakr EoruaniLhmO Ytadimm Xdd" Amgdkd JET ammo awn Wvlsion 2047 Aide Nick nwnpbon Lrdon F. Schmidt. P.E. Ryan J. Keg, P.E. 1004=7 110111302017 MM12017 121122017 Approval Cebgey: Pagel Wares, (330) M-23M PE43409 (013) 7814M Subcose"t SaRW rWWnpsorn@altde oom Componows Melhak Evauaoon R.Porfian a FbdOs Rpbteretl Architect as Lbneel Fbrida Professional Engineer Lad .4sa■rJ Pradockbomcdodon Generale Orchards. Dab Appwncillow1M Aererd. ilRM 019.kbtim for lhr kwo lymhhd Radm Basle 2 b.&quotAMW= T46gwk SMe Visit or Sold VIny1 Soot 12131MM No Yes No WA Florida Deportmerd of Business & Professional Regulation peg., a1 Building Codes and Standards 1m2o1e Product Approvel Application Detail FLNM slags m11Ls gde Rra Dale effia oak Mrsa version dMdggSM CMkd amuK LWsm Yaddadmt Yi ad ammNW FDOApo®el &■®od ltme Revlon 2017 LV. Thompwn, Ina. dba Thompson ArchbedutM Tory Dreamers Lechery R. PrWt Loos Bowdon 101402017 101102017 101476"Ir W122017 Approved M7stW Comperry(TAMCO) Category: Recall; (813)Z*-U56 PE-74021 (334)300-1300 Wty■y0raehlaaiv.wm Sub0slbgay: Recalls Aeem orbs ma aro an Integral Pan Mtn Rooag System CorpNatm McNocL Evel atlas Repoli from a Fbridw Registered Ardnbbot or a Lbemed Fkabte Pm bosww Engineer FLLMM"SM Producer ambLamumm AaM>mi,k[SM Awronswitarthea bow 2mwa stag P rddmdlwkwRL20 ktiYlQ 29kkkmm aeMsd Ossd■ 2 TAMCO Gootemdt Vela 28 gs. 001001 26 No Yee WA +&-62.6 rioncia LJaparurnem Or :I S nelss & r-roressional RBBuIa➢ n Page 1 011 Building Codes and Standards 4713019 Product Approval Application Detail code Ent1hr gE Dine gee Data Pencil m Data MM Version Manufacturer Contact Enalmear & License Validated rev V did t d slammed FSC Amraval Approved rs9S)a Revislen 2017 Lomanco, Inc Andrew Caner James L. Buckner, P.E. Stevan M. Ud h, PE 04/09/2018 l2A8M17 04/15MI8 06M7r2018 Approved Category: Roohng (501)D82-6511 PE-31242 (711)317-8454 S.Kat.gary: Roofing Accessories that ero an aceder@tonrenco.can Integral Part of the Roofing System Campilance Method: Evaluation Report Tram a Florida Registered Architect or a Licensed Florida Professional Engineer - Ft.W7�R3 Pratluais - _ 0ua11t,Assur — _ AppmvedfwUse A.... ad far Use - Impact Desalt Sea & Product Model. Number or Name gggygL,�e(Q0 Contract Emlr-tion Date fayyy))j Outslde HVHZ Bye Pressure i Deck -Air-^ DA-4 Low PrORIe, Polypropylene Plastic, RoorVant 07/102021 No Yes No a97.5�97.5 Mechanically Adeched to Plywood Dack. Florida Department of Business & Professional Regulation P.ga +a 1 Building Codes and Standards famle Product Approval Application Detail k 31111l-M rase Erlowr Rae lam Rrebogm lids im YrfM ragaido r smiur lodmKALMom vimda m( Yaldrlra EWm11aa U12Ammd A---d iWm Revision 2017 James Mardis 9ukft Products, Inc, latest PgZhu Ronald L 0gawe John Soutanl, P.E. 0&26f101T gam mil 0626/2017 10/102017 Approved Category: Paw Web (909) 340.2927 PE-24121 (352) 367-nZ suecaL.amr:Side" PIVO-VINO nnha CaopNahes Mpgmt Eveteatew Report from a diecen Florida l sgbYred Architect or a Licensed FkuMs ProbssbnN Engloea FL&IS1224tg Products cluster Assurance &eased for Use &gommod far IM !lord Dalkon Lai Pdd gaimcalmakeelowas in trim oubw.lBaS alabled Betio 1 CanpWek lap 31dkg rlsFcaentlpNtling 12AMM Yes Yes WA WA Florida Departin ent of Business & Professional Regulation Pw l of l Building Codes and Standards 15m1e Product Approval Application Detail FI Setae Ei1.Lr gsk gale RaLemdaa Rik bee Immlm Named= CpptM Emliea[LLMmi INNIM r 3wom Jd m ed lE CAmnOt Aa2mYM a■■ Ravin 2017 OAF L§dM[SIM Reban ift n John W. Knazavkh, PE 0W2720+7 OW20MI7 061/182017 12/ MOU Approved Category: R004 (MO)7053411 PE-80/86 (954)7724224 subCdNagt Asphalt Shingles nee shoed can CongWrra arrtlwd: EvaWatln Rape from • ROM RagWW" Architect or a Licensed FWrMm Protections! Etglneer FLMD124-M product, &erstvedfor Use Aliaatdfor Lim kmd Deism am! P InK U oubomekBQli lklW■L P— I GAF Aephse Rod SNege Fbwom me b 34ob, Wmksbd, 54ab end 1020y2M8 No Yes WA WA hwrwp =$*I4Nrgln Florida Deparlinant of Business & Professional Regulation Peg. t a l Building Codes and Standards IMMIS Product Approval Application Detail FL,"M6R1 2211e loo LB Rik era D.WP.. M oak has )lemon deadMonget 22do lomrrau mm Yelerdhl Yellmo lwm d FBCApp■rsl A, ...d Am& PAIMM 2017 LV. 'Thompson, Imreal 11hompern Amharahnal Tory ClAshmn Zachary N. Pried Locks Bowden 10110=17 iono2017 101172017 12M2tM7 Approved Metals C-WW(TAMCO) (613)248.34M PE-74021 (334)300-/60D Category: Recalls as com ahOCaugay: Relag Accessories tlket am an Integral Pan ago ROOM q System cmnpNenceMetlked: EwWmdM ROW from a Florida RogbWw Ahthbowd or a LlpenUee Fbdr a ProMsbMl Et hover FLih6liB40 Products 909&AaMMO &a2rm.tlfor Use AgorawkillarLem hrsird ROM Let pmdudbmNnkdm IMQOlokBQliOd.Wknm Bomead Promises 3 TAMCO 0I146te9e Roof Vat men Boat 26 ae sWk root vonftW vft Wt mid beflte o&M12026 Yes Yes Not WA Florida Departrrient of Business & Professional Regulation papa 1 e l Building Codas and Standards IMMIS Product Approval Application Detell B84■ffit Sloe E HW w il k gat RMLENmg Rik Mom Versed mwwbobm ErAb L&Vdkidbd By Valddd ailomNM FBCAMffM soloed am& PAVW M 2017 arael Rdoag / MaaerLRelh Tthomme Jwwrwtt MPMO unaam E"h atlor Gary W. Water lomewiT MARS 17 10212017 Approved Calsgory: FAA (802) 299-2286 Seines LLC. 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Mime, EwWatln Raporifom a m Pro" evakmdm Ently dsk O.IhL&mraom Assrowd far Um Appaxd let iM lMmOS Rl1m almaPmdud Mod§L NumberPJ drho gMmrl k hfBMi Duke" laRli aniod Preml■ 27 VIM 90D MadWm Proles -Dewar loomis No Yes WA N(A Florida DepartrlxM of Business & Professional Regulation Pegs 1 a 1 Florida Departrrsrit of Business & Professional Regulation Peg.+a1 Building Codes and Standards Ham+• Building Codes and Standards wm,e Product Approval Application Detail Product Approval Application Detail PLIFI*Rtl Crk Anskm 2da oak tam Batt 8 7 Cede ar oak ore Dab PENN= Ink Mom YwM l2m6 me 2909 aarmmalk m VdM bdor Yid Loaded FRCARWBmd A,,,Nd ttkaa het Yee■ W■k2om Coles OnmELLLW■s mdwlkumt Yodaed a10®old FWAmoml EppmYM licks RSVMM 2017 BMW Rodarp / MNWLkft ThMm iwwn t "W Lk WM evakwdm Gay W, Wearer 10118=17 10108=7 10212017 Approved RVIWM 2017 Sorel PAd%rMonlaLNOM Thomas Jem(" 14PW U Ram Evakwbn Gary W, Vmksr MAKI017 IOMWA17 1g212o17 Approved Ceram: Radeg W2) 280-22M Serves I.I.C. (206) 884-018o C-PW. Roo" (W2) MR-22M SKWM LLC. (205) 854-0180 bubCdogOrP: Rating TIN tlnomestemmstl@DaaLoo SubCowbgory: Roo" Tess tomL*ra 4bobow.00 C, q Mrhew Mmboa Evshwbn Report from ■ m co pNrroe Mated: Evslustn ReW Sam a m Product EVoweketlw So* 6imitallf Product emedon En* ME amIkaW Answered for AnNontIMU, pp CMLMdEtrWhnRsk InHYM 9dtltlW= door germ BOWmI Pam Lad ano0t8hmsitm &mmydf'e[gm &■m diffau kind ROOM P dM S M InMVHZ Nomism $Om Barons 17 900 -Coney Secs, Hatbro eghee, Stem, Slow, b, Pat Pro-Se11P0 ddon, CA 1DN18 No Y" WA WA 000 18 tvllmny - C -1—, shake MM; Shm FIR Prone- IbrldMbon, NV 1004rm18 No Yes N/A WA "Old English T1wch Florida Depuhrlent of Business & Professional Regulation pals 1 a i Florida Deparortent of Business & Professional Regulation peas 1 at Florida Deparirrient of Business & Professional Regulation pma 1 d 1 Florida DeperfileM of Business & Professional Regulation P.We l ai Building Codes and Standards lavmle Building Codes and Standards varmis Building Codes and Standards lrsrmls Building Codes and Standards VMg1e Product Approval Application Detail Product Approval AWleatkn Detail Product Approval Application Detail Product Approval Application Detail 88&494tft Cede llotlgLec Rah no lisle Bit Setae ldhla[ gat Lk 202allm Rik BAOfft44 226 ldhlr Rot ere Ikk.C>msm Rat Flatt Cede looks Rae role RaMPJggi1gg no hO Veneta, 11■ Cedt6 EmltemtlW■e Yeddrldml INNO d ads llC2or9tW Aproved leas Mena Mw1M mEmboae C2mai LeesaraLt.— Ydiddail Yiamd allbMW PESL&99tmal dmmnd aide in YersM deakesom Cffibat lmltsmlllrao I Yideertmt YOR Md leendei lErAa®et Approved ileac hpp lento HMNOGOM loldmer allme leadom mL Mddod Llmotr PWAN—M AmmveG lma R.Wlsba 2017 Bore Reolk / M.1i dLW.M. Thema Jamhwt IAPMO Line— EwluesM Ory W. Walter 10118=7 101061=7 10212017 AMMowd Rwvlsbn 2D17 Boyd Reding / MonkhAeeae Thomas iomnut IAPMO udbm fibalrtlno Gayw. Waow 10MMM7 10106=17 10212017 Appowd RwAskm 2017 Gebel P abdbrh Prodwte, I.I.C. Tim Robber wale A Trek Jn, P.E. Jahn W. Kmzaridh. PE 091952017 06/312917 09M12o17 120122017 Approved Revlon 2017 GWw PMectln Prodlhds, I.I.C. Ten Robeson V494W A TOR Jr., P.E. John W. KnsmMoh, PE Ml082017 06/312017 O&11MM7 120122a17 APprowd C, , - 1: Gordis OM 269-Z M aavks I.I.C. MM 884-0180 Category: PAOM M2) 209-22M Saloom I.I.C. (205) 8640160 Category: Shctbn (954) eM-7545 PE-44107 (qM) 7721Y14 .Shulbke ry54}8�71MS 187 (854)7724f224 SubCOMMy: Rooag Tom MwmgamoftbaaLw gubCWgpry: Roofing Teas tlhorrsafartanbll�batlm :Storm PakeM �.�'� tubCWgay: Storm Ps' te tlm.robbrMQgppaM.ean CompN s Modw& Evaluation Report from a m Compliance Meted: Evaluation Report from a m compliance arseroC eraWn ROW from CamPsgrraall.tlhoM Evaluation RoW frarrn• Product Ewedon Enter Product EwkoWn Every nw FWW RegbwW Arelllect or a Llo d ticks Florida Re9Wterad Arehb of or a Lbw*W Florida PILIFFS041111 Producest E{OYSI&4ttiProime Pr -A, 1, lEngliner Professional Engineer gmdk&tl1O0m &mmYldfor Use & dmm 2wo gwmLa m &ppmveafor Lim &pp Um bRid !Mda FLiNgOY64tS Produces PLIMSOYBASl'J oduces Adult Product NbdL Norobsew Ifisms EMOsukudow 990MOL iio.woaek ALUM 4rdmllym !>Omogg Eumm Lea emeNLRRNLNVMbKALUNM P In MOM RakMHVHZ BMW" Pam gmaLAMOM Appmvedfar U- &ppmnmfar Use hwM 219M gwAkAmrmom &MmrMkeLM A W,,,dIMJM a" 2mlm is Saoiny 900- Country SbY, shuts, Slain damp; 8pR Flat ProM-Late Wgles, FL 10042010 No Yes WA WA 20 SOMW 900-8lwre&MP; Slab Fist Pmft-Lathrop. CA 10101I S No Yes WA WA lmlProduct product Dumduum conbmEmkdbmoob in HIM puma Ali Resistant PF"m Lea ow�orl Ig,iB9R: BppYkd 1'.�■ ShOM 1 2D Gaga GWvnlmt Steel Morm lowda lVlIZ camgowted GaNaleed SMW Stem Panels MWWes 12/312019 Yes Yes Yes WA 2 24 Gap GgNaaed asset Storm Pane1NH%iZ Caeupated Gshsnkecl Shard Balm Pane mMWed 12/31=9 No Yea Yes N/A ornot by 9ds to provide N+rinaceprabelin. ornot by trade W provide hutdtlsm pmbdbn. N N Cn Ca O -�-a U Q O ^� L I U Co O O 0 O Q O W O L.L O .� CnCL !E -0 E O L (a .� v``��� J Q Cn ■ M� CU O m m Cn O }erg W O L CU �/CL O L CL U) V m W Q Z Z Q J )1 SHEET NO. PA 1.2. m Florida Department of Business & Professional Regulation Pager I oft Building Codes and Standards n2o19 Product Approval Application Detail Code Entity or Daje De Date Pandlm Done jygy Version Mseufacturer SSOL5L1. Encloser&Lldanse Validated By senores submitted FBC Aboroyfl Appronied Pala Revision 2017 All Annenoan Shutters and Ga. Mike Barbieri Frank L. Bennsedo, RE Troy Bishop, P.E. 0420/2018 IWO2017 04202018 08/1212018 Approved Category. Shutters (561) 712 OM2 PE-0048549 (954) 947-086D subcategory; Storm Panels mlkeb(gallameddanshutte Compllance Matnod: Evaluation Report from a rs.com Fiords Registered Archeect or a Licensed Florida Professional Engineer FLiH7ea.Rd Otteln Assrummca Approved for Use Approved for Use Impact Doslan Sep k Product Model. Number or Name Product Destrlobon Contract Emlratfon Doh In /1 A5 )j Outside NVR2R.1,11tantpreacun I 24ga Galvanzed Steel Storm Panels 24ga Galvanized Steel Storm Panels IV312019 Yes Yes Yes WA E inammo 220 LM Ymmlt lmmttegm Revision 2017 nW sell Components Grail Ice. Cmbgory: Structure! CanporroMs SubCaspery: Tow Plebe Conplom M*md: EVduadm Rigor from a Product Evaluation EMI* FLOID� Produces 6" 4 nW 8001hone Via" F Altiff M SOYe Mae Yleoe Moudgebw Revision 2017 Mlrek Ins, had. celsasry: 8muwud Copown4 son ccassa )r: Thor Plate companies, Nam* Evaluation Regal from a Product Enforcers EMI* PLMff4U Produces Let 4 MTM Florida Department of Bualnen & Professional Regulation Building Codas and Standards Product Approval Application Detail Page 1 of 1 142p/8 Enter or RIM Rih Dab Pa di m Dale coffee LatONJLmEO vMdee.a M YrkW A Lfmt a f F10eOD7nl Answered tame own Lewis ICC EVA* Wr SMvIw, LLC Vail M. Periled, PE OOM912017 OW072017 06212017 Approved (847) 9184473 (407) 881.1917 Swwb@L*N*uom Aggroved for Use Amonmd err tas lmm d DOma Product ofterhmim rddmdzmkmhaDw it. outdo li BaYYm Freassrea Mod CWHIOOWPNte 12131/2022 Yale Yte WA WA Florida Department of Business & Professional Regulation Paps l d l Building Codes and Standards 14no1s Product Approval Application Detail EiMb lift Gem DtlbPWMM Rim Sdmei Em nor i LM M! vallomm Vm l■W igbmw PRO Approved Approved kYe David Wert ICC EvWation s.Mw, LLC ICC Evaluation Service, 10M8i2017 I(VIVA17 1M2t2017 Approved (314) 851.74W U.C. wert",com (205) a99Ae00 Assonesdadjorlicas Accounted for Use imam Deign P InsIMIZ Quil FIVIIJZ Bohm COMES 20 ge, Ma connector piste 01101am Y" Y" MA WA Florida DepeMeM of Business & Professional Regulation Page l d f Building Codes and Standards 1420/e Product Approval Application Detail RASW4 s I= Ymon NsmirAnr Sawa anon .discs YaW■ = omod 1pE[mi Fee Awninged Assemblage kola Revision 2017 NMyethsawr Rob Bddwhn IOC EVOAUW entries, LLC Jams A Rcthimn, P.E. 05MM17 06rl=17 07/0302017 Approved Category: sessions Compowrb (253) 92"M (901I) 839-1344 SubCWgary: Engitleaned Lumber RabrM.addMn arywhe campaaas WNod Evaluation Report from a enraamwm Product evaluation End* BANIZZLEMdEa auew Aasroved the Use Aacroved for Use tmmd Risen Let PradmEDOLlknobwwlbm Product Qlanshodon InHM pubdib HVM Rod ! 3 Tbhat34and Let. LWr*%SW Strand Lumber 0341=9 tip Y" N/A WA Somali called. I Florida Department of Business & ProtessionM Regulation Prowlers Building Codes and Standards 1412ws Product Approval Application Detail 9NI774M 20M Enft a 21h Rif: Gm&PaMm isle I= Ylmon Ne imM[ Collins, llm mffAm M! Ye t Vldkb d AttiO tl FDScAmmyal Asamlat loam Revision 2017 Commercial CWCMW Prodeftlinc, Robert GW THUY H. HUYNH John Hoy 10/142017 IGM3*017 IOr" 17 121122017 Approved Carpal: structural Coponente (813)65""7 PE40122 X45004311 &ubCrpay: Products Introduced as a Result or preagpdWGYB DO.00m New Tedmobpy r!, . teMethod: Eveluatlon Reporthom a Fbdds Registered Archbot m e Lkxsaed Floft Professional Enelo er FLSI?744M Produces Aogmmtl f U- Apes ss land Damp Let InFIM Zakki= Bohm PnWM 1 Quality PrxM a Cannadal Cancer Product• Priced and Prestressed Conuels Unless ONAA2024 No Yes WA WA Florida Department of Business & Professional Regulation BWldktg Codes and Standards Product Approval Application Dlrtall page 1 a 1 t4401e Floods Deparhnent of Business & Professional Regulation Page 1 e 1 Building Codes and Standards 1rom1a Product Approval Application Detail Dsmt Enft or Rite Rik DOMEsntm Rih P Doh Enft Rih am DabpmmNm Rih }Ins Ymmn Itami■lo[ comma EookwLL IODOya10aW Bt Yeltaot Lgmmd P W Am®nY A pro et kea in vw mn Visas 4sm false IImYNeLllmbOa Vandalic! 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