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HomeMy WebLinkAbout3038 Nubbin Ridge LnABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Mr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys • Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or 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 SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KMIALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail 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 WA. Wedge Anchor EQ Equal PH Phone WC or W/C or W. C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P. L. Parallam WDW HDR or WOW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or PH. 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. Mr. 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 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES L 1M= F+4 INI P1 1941 REVIEW DATE CITY OF ZEPF' PLAN EXAMIN JUL 0 6 2020 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN 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 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. .• c� E o. r��y--- � /dtf•r4Fat 3 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 eth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H Q _ N Q v (o 0 c. r07NNC a:r,C '0 I» � uJ LL a 611 W U) yca � Z> 13E .� - v m cnM 0it _ mmo �0a m 0 r-- i a, 9 uW ILZ M C*4 z < 3 ° o00 W z N f0 z z g J fh fl N U) N z Q1 U W 0 W -a)-'V1 c V1 ® U ib W <A o E _ c � 8 �Q o sr o w Cl)- =9 o Z wa �� s a d O � lJ wO ZO o a N _ o O Q WM L) 0 O Z E N ��w, �o ado az w w tt� d i ro C mO ZLL Z a J 20 f r%i < o a W 7V �R Fr S it Oo 3 dN-■ J iu W cc .= CD cc J Q � � O In (0 r �W r O Qi V ■� Z C O = LO r coCoto)N C CDT '2 ui M N C7 ce c Z C)E y C R a U Ncc v c JOB NO: 20-2744 SCALE : AS NOTED SHEET NO. C S 0 0 O A O H.B. S3 EGRESS EGRESS � �11111111111111=1111C]�?1111111=11111111111111=11111111111111=Ii111111111111111C] M - LID 28 CAFE• PATIO CARPET M �1=1111111111�11111111=11111111111111111=F��C]1111111::11111111111111111=IIi11i1111111111=I11111111111111 ■ STORY go MO u 04 - MOO E .. - ,,. . -, CA PET ���I - .... 1 CARPET 5068 B.F. .. . l�1. 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HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (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 H8 (2) -1 3/4' X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2' Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 4 S.H. 13 20 X 38 j 18 } X 37 i S.H. 14 20 X 50 j 18 1 X 50 S.H. 15 20 X 63 18 J X 62 i S.H. 16 20X72 18jX71} S.H. 11-12 271/4X26 26X254 S.H. 11-13 271/4X381 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 X 63 26 X 62 1/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 X26 364X251/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X 50 36 j X 50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X 72 36 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73j WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 501 524 X 50 S.H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 52 4 X 71 4 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1.Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 �F +26.6 / -32.2 GO SEE SN SHEET OH 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 1111111111111111 MASONRY HGT. .81 TYP. 2x FRAME WALL M1 B H.. A BEARING WALL S3 INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 55'-10" 1'4" T-10" REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 65'-0" Vol AREA TABULATION "B1" (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-Bl EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1/ I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: 14 "=1 �-0" (GARAGE / LIVING) 00�i rl "< E .o • N •• .• L14 ij��c�`(�� J 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 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N it pp Cq7� � tp �np C ti 0 MNN LL M ^ # :-,TV w (ALL N LL a.�j N CAI W aicL ai�a Z 13 -00)rn 0 X O 9--'CS mmo W IL C � 2 E T D N pfn Z AQrnZ O j 060011 W z � z J (7 fl N (Al z U' u_ 0,,,4 U LU 0 c � � LM co M ig o W z J i o � yg; d O m z � o OG %¢zz DU °W� Wz % L �ra Q o m C ZZ U o 0 Zz Z J N wva �w iz O Wa CCL 8 U ~� LL Mj �i zlq OU 'd J L .! M c CD co J N ^ o O m v i CO c ._ T z o co O T ' Q M CV) d z E y >v a U Q JOB NO: 20-2744 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND j1'_--j1LLL-11j1 [I 61s"A IL ���Imiiiiii—�IIILJ KITCHEN I 4 M �j v 0 (V 0 M 0 CV O OPT. REF. OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. CURTAIN HEAD VARIES / ROD `A- TOWEL BAR TOWEL BAR IN w 24" V ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR / BATHROOM O N M WALL 00 MEDICINE _ SHWR. o �_ CABINET 00 _ VALVES TOILET CO - SOAP J PAPER co DISH a HOLDER 1 14, OZ OZ c 1 O CV p Ch O � `Y'M MM N TUB _ _ _FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS KITCHEN IL 16" FOR LINEN 12" FOR PANTRY Z SINGLE u ROD a O W W 0 00 1 1 Zfl C') F- o0 U LO o _ li 1 - CID r 1 � (Y� T i� FIN. FLR. r CLOSETS / LAUNDRY SHELVING MIRROR N O M I L= OWNER'S BATH BATH 2 Q cn 0 F, O 00 INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" 42" H UPPER CABINETS 36" H UPPER CABINETS -- 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET if 0 36 H BASE FINISHED CABINETS - Nt o COUNTER TOP 30 H BASE 00 ILL r\ ' L a 0 2x 00 FRAMING 1 /2" GYP BOARD — CABINETS - 1'-2" T�cV O O CV N CV ISLAND COUNTER FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS G�i:itiillYldl� ••\JCi •: N L O OFSS I �/�(111111111W�t�t�\ 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. 6) = _ 18 m a�pp pppp O C' N N ih tol- 0 to, M N �� LL Jew W .�J�N 9LL U.LLLLa y � W ui ti a a 'dL' Z u- �Nrn zzo F•N� m m O WE r- � 2 rn d z CDB&6 O0) Q U F J �� z ❑❑❑ W (D z � z g Q N a r CS U_ t'6 N LU 4�0 c Ln U � Q —lie is Icr M M W Z J g z z of =o aE z a 00 z N°do a�o� wZ L < O m f (Q O z 3 g �0 zo U a W3 d 3� RRB�0 o �w �G o h Z Uj = H I1111111� Ozl 3 �04 J L O1 .! M �, f° J N ^ O CL ca v CO CVO r 2 cy) O T ui m 3 O M CV)z o z y d a 0 � a o aJ' JOB NO: 20-2744 SCALE : AS NOTED SHEET NO. 2 12 5[,,--' 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1' 0" �NININININ17E MININININ11 IFE-11 I ININE1 14'-0" RIDGE VENT 12 5� 8"x8" SMOOTH TEXTURES CORBELS 12 _ 12 5 1" x 9" SMOOTH 5 TEXTURED FREEZE BAND HEEL 12 5� ❑ TEXTURED 00 CEMENTICIOUS -I FINISH ON C.M.U. CID �l (TYP ) I F.FL. +3" SMOOTH TEXTURED BAND FRONT ELEVATION — B1 12 �5 T-0" RIDGE VENT SCALE: 1 /4"=V-0" 12 �5 ------ — —--------------------------------------------------------------------------------------------------------------- — 1'-0" 2'-0" TEXTURED M. — 1" x 9" SMOOTH TEXTURED FREEZE BAND — 8"x8" SMOOTH TEXTURES CORBELS 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — _ T.O.M. V-0" _J_ HDRHGT. CEMENTICIOUS TEXTURED FINISH ON C.M.U. CEMENTICIOUS (TYP•) FINISH ON C.M.U. (TYP.) ---_F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION — B1. M. N General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ""G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "*ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. �W -�Q;'� is •• r EL0 ry f�r4•11ROFE O�;\`\��� S S1 101IN11111,1``t��\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. I- Q pp E mttpp ��pp 0 0 8 - N N i k tp f i a-J— J M N C u1 Co a LL a N N M aad 13 a� 0O z SIDS °: mo a cNrp in- W CL 2ETa) aia J p rn< N p fq Z N M Z �� J Z ° 00❑ o z � Z o Q = J d NM M �4-J�''( ty V ci7 8 W p � Q 0 W to V) c f0 ~ U Co LU U • 74 oCIO Cl)Z M ZJ W J ld- E O 53. zo o f Yg 2• N U H (6 Z ° 0U aaa oa 00 oU ZoEN �Q r,� mo C x� O J � 92 Q W �Z U) ,o U a W a 3 �� a � yw 2~ � o � " W �F Hwyy :il� �� �� rn ca ^� W � C9 i CM N M Cfl c 0 CD O CO VW � .� Z (VO r O T W N C) W M o Z Z E O m a. U � ¢ p JOB NO: 20-2744 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 5� 7'-0" RIDGE VENT OVERHANG T BE CENTEREI ON DOOR 12 5� 12 zz::::�5 — — T.O.M. HDR HGT. _1 -0 11 — — — F.FL. REAR ELEVATION - 61 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" ME RIGHT ELEVATION - 131 SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "*ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. P '•NSE ••' J F, 6 r _ . Q :� U .CN • C;;;? -• �' • SAP FL O¢\Q •� FESSION ���f/111114111��\\�\'ON To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a VJ E go�8 ti a f` �2 a0 LL a tri a N ui M S aj C ii S2 LL IL a s 13A,ms °' W p" m o � G Wo m °m o W IL E?rrn a IL ZknZNo N M a Z A5o J z °d ❑00 W o � Z v rZ � WL'j (a UJ " 0 c m € UL=u Q 0 CC) Cn C13_J = 3 W Z J LL E E $ s i y rc o 6 oa (c H � aaZ ZD Rc�i UO �U oa N00ZWL 0 K J ate.. L rp W C x� 0 O ZZ Z J tl 2 g Zqa vZ WU �z Z0 Milli5 o �� �o 0 `N = La� J Lcri 2 .> co ca � N ^ C m O m v CO ■� Z CO r I co O CID r .. M Z` N cM M Z Z E O E w M € d U Q p _J JOB NO: 20-2744 SCALE : AS NOTED SHEET NO. 3.2 U 2 1" 2" *NOTE: VARIES 1'-10" 1" CAP x r CAP iv N FOAM TO BE USED 1" RADIUS co ONLY WHEN REQUIRED BY ^ _ 1/2" RADIUS 3 1/2" RADIUS is i� oo x CO COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 1 �N = N 3/4' RADIUS cr�r a ico BUILT W/ STUCCO. 1/2" RADIUS 1" 1" iv EDGE OF 1" 4" VARIESv �N 1'-011 �• OPENING c VARIES 1'4" 0 21, VARIES 1 4" r> '- N 1 VARIES -,N 11" 1 1/2" RADIUS T „ 4t �-4—� 2" r 2 1/2" RADIUS 34" x d VARIES 1" 34" 11"�� 1" x T CO N 3 ��N " �' 2" 1" 1" BASE • BASE T �1. 4 / • q„ N *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN _ x T x REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2"ill = 1-41 1" DETAIL TO BE 2" 2" BUILT W/ STUCCO. 2" EDGE OF OPENING • • ' z 0 1-1/2" THICK 1-1/2" THICK 10" All � =e} I I 10" 6" 4 x� x x f0 xNV xM 4' " <V 2" 4,� 3, 6" 2�, 2" iv � w W �y Q C7 / 1-1/2" THICK" 24" T 2'-4" �" 1,_5" 5�" W 54" 1 �„ 3 N x � VARIES VARIWVARIES Wo VARIES 4„8" _ �_________ C14 iv co43- �OPTIONAL 6" 4" KEYSTONE F11 c KEYSTONE F11 00 OPTIONAL�=co 2„ ' 4" GARAGE DR. OPENING 4" 3"" 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. VARIESrivet • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14" 1'-6a" 14' 1" 2--1" 1'-4" • FOAM/ EPS MATERIAL IS ACCEPTED 54" T-8" 7" iv 1" 4" T-0" 4" x 10" 1 10" N f2" CID go �E = dtk fV NfV o x r nn T6 a N Cl) CM nr n 1 70„ 1 ' 2" 1 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH CN CN 0 N Cfl To the best of the Engineer's knowledge, information and belief, the structural plans and speci5cabons 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. iii M n i» l±l 7LL M LL LL C. Q N N LL W to aa. a Zp z gNrn pt`F mm_j _' ILLLW 2EcP v z N a M QO� V F J z °0 ❑❑❑ W 2f z pN ED Z z Q NCl) d M N z C1 LU OL U 00 U � Qc o M M = � W Z JL L o wg >N aaE 0 E U oLLz• z oa WO t— C XV UO 0U Zoe O N *z0 Wz rp C z Y m O z Z Z J N gb o 1z U �w O �o >CN J ai W � c� .! CM �Y � Cfl LL J /� O n I..i O m fY T O ■� Z O 2 M Q r O co E 4• CV)\ o ? s= ltl a. E U JOB NO: 20-2744 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FIEF DUPLEX OUTLET ABOVE COUNTER OWP WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET FW SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH j3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) I9 PUSH BUTTON SWITCH (OPTIONAL) """"„ """ ""r'' r BUILDER POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 00 814 copper to Iphts & outlets NEMA 1 #12 copper to 20 amp ckte 200 AMP #10-2 copper to WH #10-3 copper to Dryer METER M&NT 0 or 4ro SER Alu 0, mp 150 amp 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. DEDICATED RECEPTACLE F'r1R RAIr Rr)WA\/F RAAIr P: iO PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR @ CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl 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: Y4'=1'-0" 0 0 C14 cc To the best of the Engineers knowledge, information and belief, the stniatural plans and specifications contained within tress 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 c0 8 N (p enp N q LQ ' 0 W J " 0, th g 200 LL LL Wa W co u- W to C - 3uj 13 �0)s, o 19 mI0 moM W LLW re r- 2 T JaCL z i ' Nr Z 0 N Q M 2 O F J z ° 6 ❑❑❑ W z g J M W 0 �N U u_ L LU �0"'� V) c ', tL o z U � � Of • �0 s o M J " of r O �a Q 2j E o° z go UjCo Z oa ado OZ • f`O (n C ^ y o mo O9: Z 8 QZ �� U Z W a i 3� w� A♦- it CD NJ Z 6 CID 2IQ O 0 �N = d' � W �o CD J CN O r o O) .� Z CV O r M N M W M Z Z E (D m c a U _j Q p JOB NO: 20-2744 SCALE : AS NOTED SHEET NO. 4 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 SO. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 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: 74'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. I Attic Ventilation II Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or comics vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. I Coastal Flashinas II 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. 11 fill//ilf� N. f /l/J/lI1lRItt11�'��' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seat is only for the stn aural engineering portions of the drawing pages bearing Engineers signature and seal. IW- S gog �m � ci �'7 N C4 Co U. M r -J d tii 7 LL NCD LL yj M W ' h a N CR Li: z Z v�CD 01- M�'� moo �m W m T W 2 � a, ILJ oCL __ C; �d0CL N a M Z O F J z °< ❑off W (D z g J C a � M _ Z � N ^^ s . ''V LL Q) D UJ U o a 0 to Lv E U_ $ 8 _ d ` M Z, w __J J E as �+ Qd O ffl V az i� =• U6 z ~ c C � °d oaW z N L o K mf ip C C 9 �9.0 O oLL z z y� vJ J y d gwO �rK U a W aLL z M 0 > �; J 0 .� M t° N < O M O Z 04 CD T = � c T M \ 40 H M o z d •• '0 «� `m c c 0 U � Q p JOB NO: 20-2744 SCALE : AS NOTED SHEET NO. 5 C C d M11i T-O" H.B. A TYP @ 1 STORY S3 U.N.O. 6'-0" 5'-4" ■ ■ ■ ■ ■ ■ ■ m Ili ■ ■ ■ — --- •--- �--------------------I—;-;- I �, :: -v I \I � 2,_�„ \ 16'-0" a III Cl) 0'-0LM r -3 1 /2" I \\ SINK /— DISP _ ; ; I :: } _ } LO _ ; ; b oo III A - o ;Tn \ \ I D.W. j oa c) III S3 � v I \� \ IL===J _____-- I CHASE TOIS D T _--- _--------- I ---- o I I I I TYP @1 STORY U.N.O. r STEPS AS PROVIDE 1)z RECESS \ \ CJ L — — — — — — — — — — — — J CJ OPT. : --r C 1 CJ ' CJ I ■ REQUIRED I FOR SGD. REFER TO \ \ REF. ..... ' ' ' ' ' ' . 10'-104" PER FIELD MASON'S SLOPE FOR \ KITCHEN ISLAND ; ; I : ; CONDITIONS WIDTH \�� \ LOW WALLS I 4'-0" I \ \ 16'-10" •12'-10" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. \ \ W/ (1) #5 REBAR VERT ABOVE SLAB :::::::::::::::::: ::::::::::::. ■ ■ ■14 .::::::::::: TYP @ ALL PLACES SHOWN I \ \ I TOP OF CONC./ PAVER T 4" ■ ■ 4'-0" 4'-4" 4'-6" (2) #5 REBAR I HOOKED FTG, DOWELS 5" EMBED \ \ 0'-0" BE VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ HVAC CHASE BELOW FIN, FLR. I STEEL" \ � SLOPE I FILLED CELL \i6' PROVIDE %2' x 9" 4 \LOCATION \ I RECESS FOR FRT. POOR ih L \ \ \ 2'-6'x2'-6'X1'-0" FTG ro I 4' S3 o 7 25'-10125" \ \ 9'-5&2j" W/ (3) #5 E.W. 51_0" I in V \ \ � � 0 TCJ CJ \ \ • \ #5 REBAR TYP @ 1 STORY S3 : I gg CC (2) jini U.N.O. \ _ S3 VERTICALS wI ri I : AHU I I FILLED CELL iv 2'-6"x2'-6"X1'-0" FTG ; I :: _3'-5" ^ W/ (3) #5 E.W. 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. "a T (2) #5 REBAR VERTICALS w/ in G -3 1/2" S3 ; I I I PT SLR I FILLED CELL 5'-3" 1'-10" T-6" 1 p D11 r MCID — — — — I [--T1 — — — CJ ■ — CJ CJ — — — o IT I .. 3-1/2" MIN 3000 PSI CONC. 1 2'-2a 7'-10" 1'- EDGE OF SLAB 2" I I SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY N 3-1/2" MIN 2500 PSI CONC �� K J to SLAB OVER 6 MIL VISQUEEN 1 � !� I S3 0 1 S3 VAPOR BARRIER T ( T 35'-4" 20-6 " BUILDER TO PROVIDE I (2) #5 REBAR I I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" ' O PROTECTION FILLED CELL WHEN REQUIRED L---------� PER FBC --- -- --------�' — -- — ------ 50 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 5' A S3 TYP @ 1 STORY U.N.O. 6'-0" 14 in H.134 7'-1 FOUNDATION PLAN MONO - ELEV-Bl 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 r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN -`---v v W z w� .p d. CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ;;: #5 CONTINUOUS .; , .: • �. REINF. SEE FND. FOR QUANTITY •• #5 X 25" X 25" CORNER BAR ONE FOR EA. ' • •- HORIZ. REBAR, TYP. •., .... U.N.O. • ►, • •. • •, `*Alternate: • The reinf. bars shall be • • cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" -' 0 K/ iire� ...s• .10 r •• •••'••....... F L 0 z ••'�•��+ �or. �OrESSIW, N +'r"IfIllrt it, 10N\0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 H Q 3 N fp OnD 0 O C N J It- 0 .g0 _jT� J# W U_ U. LL d Q 6 W VJ ai as � Z � U) 0 = I— m M m = C' � 0f ` a 2 2 9 W Z LLW E 91 r N p ❑ =qq NQr,z U F— J Z V 1 1 W z � g C� g z J tZ U) (n Z v 'n V LLo LU 0 ,., WE N �N c EE o ' U 0° w m = o g �! C Q c Q I a see O Mz w M o ZZ Q LL_ z o w�z® � a � N Qoa 30 az 00 oZ O N 9 i �o 0 ao az a� 4? C W- 'm m0 Zz '<W z a�i J ` z u� CIO 3 R o g° W o Z wa L I _ I111111111� co v �� � °3 0 i M A/ Cfl LL CU J O L.L c in 2 T� T 0 •� Z NO r M Q r c co ci M wT; N M y M o z Z c E O E d ui M c a.0 _ Q 0— c JOB NO: 20-2744 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 R77A 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 - 1Old x 1 1/2% 8-1Od H HTT4 3610 3105 5/8" ANCH. /(18)10dx1-112 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 98" ANCH. / 26 10dx1-112" 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 518" ANCH. 314" STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080*' — 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 *' 30 -16d x 31/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-1Od x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 518" 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 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 -10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)1 Od x 1-112" MINIMUM 3" MEMBER *` REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS - ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 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 T 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. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. TREFER 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" WA/ r L�) d. r"" • J I �� _ `y Oc ENO �w C 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. 0) Q �8 Ncli Cp N it C, r- C ch r` cb # T� •�J LJL. J a V N LL a y C',W N a w w a < Cr rn O Z y ra Ir Co 00 OJ i E T d-a CL z ILW & d 00 Narnz �03 �0 z ❑❑❑ W o /l N N z C1 LL _LLU �V) V1 W c � ' � o C) c0 LL o = U Q • s� W M M zo9 z IJL E Ws o� 0o 0 O Wz z0 o a cE0o' X U 0p O Z N i aZ�% �O o ao ww W� • rp C - 0 2 U mg o oLL z z J <° ` N g z W U wo C3 �k co a x 0 �N = L � W c� .! M n/ c CO LL `0 J N ^ o O a CO j CD �T} V O= ■� Z 0 r M ON CR T ai m m N CO N rV c Z z E O m a 0 a o JOB NO: 20-2744 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. CasNn-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 toad + Applied horizontal load ■ O Safe vertical oa Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM dt GROUT SOLID Q J �U O #b BAR CONT. 8F12-1 B/1T "V" LINTEL DETAIL SCALE = N.T.S. WE E 8 MEN F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16— B/ 1 T U a tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT" p�rece rintels = 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. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR M IN. AT REQ'D (1) ALTERNATE POWERS CLEAR STEEL LINTEL ° a ° ° G M.U. #5 REBAR AT TOP °` a GROUT MIN. (1) REQ'D ° Q 1-1/2"CLEAR , _ D a G T J � L a ° 5 REBAR AT m = u� r j BOTTOM OF W - d o LINTEL CAVITY LU V O 0 W -BOTTOM o Cr Lj O Z REINFORCING PROVIDED IN LINTEL ¢ Q Ci a r] uh 03 ,Nq w D D 5 REBAR AT BO I U �, Q AS INDICATED 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) rn a o o 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 manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiucs coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: V4'=V-0" r %� ••: c A F L /s 'ItI!/f 0 t � 61s01 � 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 Edidon. Engineers signature and seal is only for the stnxiural engineering portions of the drawing pages bearing Engineer's signature and seal. a �8 Nco, O N 00 Nr` 04 C CND LL 5LL'� LLLLa. M W N of N m',8_ mmo LLW°'Of o d �dOE Z 13 aarNiZ N Z °V aoJ❑ W � � Z z Z � J f7 LL N 13 v0g Z �t/1 4-J_ N `figg OW V CD r. Q Q o My M J LL a ¢ z® U • T oa wo Z g E 04 g� � W •_ r0 S �Zt2 '0 p Z C Nr i8 zff N g �Z Z W CL W LL az u _ QQW v f¢W¢ ZIQ QH U �i �N 0 = _._I 0 .> M - J N ^ C O m E CO c .r1. V ■� T Z NO T or) O T ui 0 CO U) M o Z E E m a v 0 a o 0 JOB NO: 20-2744 SCALE : AS NOTED SHEET NO. 8 E1 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 PRE TREATED D ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW CONSUMER USE. SEVERAL NEW PRESSURE TED W00 IVE T STEEL. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 0 S 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X2INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (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. 3.3. NED NED AND SEALED BY A G ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIG FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (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-1-P CONCRETE NOT EXPOSED: 1" GROUT FILLED MASONRY: /" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (Pc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 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 "$" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16 STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131" 10d = 0.148" 12d = 0.148" 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.7 3F.3 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) STEEL: Fv= 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 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 ad. (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 siggn which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg �all risers and spray heads shall not be installed wrfthin l'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cememitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backftll is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC R R318.1.5 - Cncrete okerpoT and mortar along the foundation perimeter must be removed before exterior soil treatment. 10. FBC-R R318.1.6 - Sal treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An extarior vart' I chemical barrigr must be installed afte construction is complete, incudmgi(andscaping and irrigation. Any sotl distur6ed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1- All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1/1/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1/1/8' 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. t,lIIIlilt,/ JG \ cJ CID: Oki 'C r` 8SIONP� �l'���rrrrllutt►����0 To the best of the Engineers knowiedge, 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 E m tp r,- Q J 0 r�i N � C',tll ti J LL , d a: 7 LL N LL ,6 eM W N a 4rnLL as c 00o 13z v a: of re 00) OC a~8 r- (� m, Co 2ETa, Boa 'f" .e1 N z 0 SQ ILLLW N M Z J A 6 z ° 6 ❑D❑ W 0 2 z � z 121 (n z fa hU `g 'U 0 w U ) w 2 E ¢ � U W Z J E o se Q'� cc U � 00 oa o N O< ar gi DU O wz � .0., woo Tj` m o CO CU ZLL N J to LD ctl gw �m o W v � aLL co J ti N c CO c Al m r •gyp � •� Z N O T LO M o m z (h ` ' N co c ? E Q E a3 ro c a 0 � ¢ cc � JOB NO: 20-2744 SCALE : AS NOTED SHEET NO. S N CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE UH 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 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 a + + 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 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —� FILL CELL STD, 90° HOOK BOND BEAM SIMPSON MGT w/(22)10d w � NAILS TYP. �GIRDERTRUSS a STD. 90° CONT. #5 BAR > I HOOK �BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D 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 STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8"min.) Small 2" min. 2" gap max. � 4 max. 4 Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGYs" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange h joist. - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 1.rinnih 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 details inLOne 10d box areas=20 of high or--20 sinker 11 lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H H C G 000 5'-0" STUB FOR 1'-0" O ° o GAS METER 0 o �• U O ~O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (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. 151-4" (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) —/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. <'/ Provide adequate bearing for each lapped joist. loanails 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 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration.— 6„ A 1 2" ROUND HOLE MAY 6„ 6" NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 1'-0" 1'-1" 1'-2" 1'-2" V-3" 1'-3" V-7' 1'-11" 2'-4" 2'-9" 3'-2" Y-7" Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7' 7-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" T-2" 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" T-W W-9' 4'-10" 5'-11" 6'-11" T-11" 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-T' W-9" 5•-10" 7'-2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI6000s BCI6500s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 5/8"D THRU BOLT I.0 SIMPS( w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION 01N. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION 1111)L Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset ch up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) —I, F J_ 1 I I Nail with 10-10d nails. Install fight to top flange. SLEEVE THRU STEM ° •. SEE PLAN FOR °. d . • FOUNDATION INFO STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE r—REINF. SEE PLAN L-A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0- CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 4 d Q a d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d°' d / d< L a G A V d •a SEE FND. PLN. SIZE & REINF. 401 "ti;,;s �ctlslttttrrE� t� p WN �y'• �, ,� ' V�1 S E r� ��C • OQ f1l"11I lilrttl1`\\ To the best of the Engineer's knowledge, InGm—abon and belief, the structural plans and specficadons contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 0 8 - N N •l F V L4= M 2 n °Np - 01 s -J Z12 U.LL a 611W,N awa g'" 0 > .i A O m 000 C� G Co W IL i EO1rn o �d z Vz"z° o 2 N Q U H � Z � ❑I�❑ W z z � 8 a QN 'z'n Um V LL .o w e U V(z u �! Q � � Co M Cl)o W Z J E � 65 z j c� z z• pa H co 'd O N � 9. az 20 �� �Z (n C ¢�¢o X YYO ww� OLL z kV QW o W 3� 8� Z C-) CD ' 0 ci TM ^L, W C9 .! M n/ (D c CO LL cc �� Q J O ro T o O) � ■� Z (V 0 T Ir-o = M (0 c r L` m CV)Z o Z m E N a ?? c a. U _J Q p JOB NO : 20-2744 SCALE : AS NOTED SHEET NO. SIN 1 L- y(1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) _ @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci_ @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" FOR UNDERLAYMENT 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH °Q PITCH > 4:12 n . a . (2) LAYERS TYPE I OR TYPE II A (#15 OR #30) UNDERLAYMENT °' . c FOR ROOF PITCH 4:12 OR LESS. D r p REQUIREMENTS SEE R905. PRE ENGINEERED WOOD A. TRUSS @ 24" O.C. U.N.O. - - 12 HURRICANE ANCHOR @ EACH T (TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 81- - r METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA TION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SN1 ELEV. VARIES FOR ADDITIONAL SLABILL S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE 7Pr 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR �" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) '/7 ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL�HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL `'' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 A.F.F. O.C.) 2„ WATTACHMENTS 2„ WF OR FIBERMESH WWF OR FIBERMESH (-31/2" MIN. .31/2" MIN. a° ° ° ° ° ° ° ° ° a ELEV. -0'-31/2" ? l ° d ° ° 6, ° 2x4 CONT. ° ° A.F.F. g ° " " ° ° ° ° ° a ° . e a 112 (min.)- 4 e / ° r 1/2"(min.)- 4" GARAGE DEPTH VARIES ° ° 31/2"(min. - 4" - 31/2"(min.) - 4" - ° ° ° ° ° d. g ° ° ° ° 4" 1'-4" 8" (2) #5 CONT. 41' -4 8" U.N.O. MIN, U.N.O. MIN GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=1'-0" S3 J "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M 0 2x STUD c s SCREWS @ 7" O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY J (1) ROW 2x BLOCKING @MID HGT. CEILING & W O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: FOR WALL HGT. s 8'-6". (2) ROWS 7 8"x8"X16" KNOCK -OUT APPLICATION 2x BLOCKING @ 3rd PTS FOR INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SID1/2"E GYP. WB (MIN.) .GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3l8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 wl SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"1 "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10)10d NAILS NAILER BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) " 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 3500# MIN. TENSION 2600# TYPES MORTAR ) (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ) E 'SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = FIBERMESH w/ (10)10d NAILS = WEEP SCREED INSTALLED BAR a END OF 2" x PLATE WWF OR FIBERMESH - ARCHITECTURAL TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS o oo FINISH ASSUMED FINISHED :E #3 OR #4 REINFORCING BAR ° 1x2 PT WD FURRING 24" O.C. ' ' GRADE N �- ° ' ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a tr a . @ [GRADE 60 MIN. F - 60ksi (1) #5 VERT. IN FILL MONO OR STEMWALL z cn ,, FINISH GRADE 2 25" MIN. LAP [30" MIN. LAP] ] a D - r T? 1/2" GYPSUM WALLBOARD 2 CELLS (SEE FOOTING MONO SHOWN o w ° LU U.N.O. FOUNDATION PLAN FOR CLARITY D t> _ _ _ °O 6 MIL VAPOR BARRIER °s. °x. R 1 7/8" �' FOR LOCATIONS) o ° P = 1=I I= 1=1 I r I it z #5 REINFORCING BAR - 1x4 P.T. BASE NAILER D ° III -I -III-III=1 I I=1 I = ? ° r #5 LAP SPLICE (2) #5 CONT. - - 4"x4" INSPECTION " PORT AT EACH NOTE: g ° ° III -I =1 I=1 I=1 I=I 1- - " 8" 1'-4" 8- *FOR _ 36 MIN. LAP [36 MIN. LAP] ON 3 CHAIRS 31/4" BASEBOARD 'FOR BEARING WALL =III=III=III=III=III- COMP. SOIL. (COMPACTED TO - ° (TYP.) FILLED CELL TYPICAL _ _ _ e - W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ __ _-I' 95/o MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB _ _ _ _ - �- D1557) ' 10" M AT GARAGE CONTRACTOR I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I I I MIN PSI MAY VARY PER _� 11-1 I -I 1=1 1=1 11=1 I=1 1=1 1=1 11=1 I -I 1=1 1=1 1=I 11-1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE 1_1� 1 111 1 1� 1 1 ;III-III-III-1 i'- #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION (*D� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.,+ WWF OR "FIBERMESH" CV ay - DECO FINISH 4" to 6" BELOW GRADE 'II a z00 _ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR > �• z min. 4" BARRIER D .f p ( z C14T ° A < v GRADE COMP. SOIL. a = °O (COMPACTED TO 95% (1) #5 REBAR w/ OPT. MODIFIED PROCTOR S E N ENCLOSURE ASTM D1557)� 3" MIN. CLR. - (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE 4 MIN. U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS � z M . r °Q , r4. SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E v M •` . 4 ..: 09 4" SEE A/S3 OR J/S6 _ FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) VI (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)� I WWF OR FIBERMESH P.T. 2x 1/2" GYP. BD. " HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALM INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 71 M 6 MIL VAPOR BARRIER 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " " CONNECTION INFO " " SEE PLAN FOR " " &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL .- BEAM SIZE & CONNECTION INFO I l l 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING Cn w g SCHEDULE � Q w 6x6 P.T. #2 SYP g w LU III ABU66 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, „ ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) '- FIBERMESH M WWF OR FIBERMESH ° A A_j BRICK PAVERS or B PER 0' 0" FIN FLR COMMUNITY SPECS 4I L4 J INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=1'-0" S3 IRV ------------- �E SEE A/S3/J/S6 J -` 8" FOR REINF. INFO. � OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_�� SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 _GRAD a ;III=III ° ° °. 1=III alll=III=1' z w -III-III-III-I I W o w n= I 1=1=1 11=1 1 1- Z 00 III FOOTING-III-III=III I -III-III=_;LU III III -I i I -III -I I 1=1 I III -III -III- 11-III=III-III=III „II III=III-' BEYOND PAD REINFORCEMENT " _1 (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 Y�011,,VN10, 0 . l' To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Floc da Building Code - Residential 6th Edition. Engineers signature and seal is only for fhe structural engineering portions of the drawing pages bearing Engineers signature and seal. r g 8 OpoC N Lo 0 to � - - N C - LL 5 u- LL LL d Q 0W ai .� r' ii a 0. > 0Q Z oU)c',mX mopm W °`r iP Z CL �OV i°0 CN,<Mz ❑❑❑a z C,4 z g Q CL- N to z lSL U o a OW 0 N c ft3 F•- U m , U � ■ Cl) M i W Z U_ ceE io a E O o� u z z0 o a O 4 7U � o CV n, CO o Z ins J a�w a 8 N g W T Nw NJ �N 3:0 L ui N 0 .> c a N ^ a o O 70 CO 70 s 2 r � O CON M L N CM �,; M o Z z E O E 42) w3 c lt7 a. U J v Q J JOB NO: 20-27,M SCALE : AS NOTED SHEET NO. S3 (MONO) m x _ o 9 N 0 i 15 m 4D -o 1 0 0 N 0 i i 3 S. N i C t— 19 c EZ 0 U i a N N 0 a N 0 co M S (2) 2x6 OR (2) 2x8 P PLATE SEE VENT OR 2ND FLOOR N 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 12x6 / 2x8 WALL BEYONDFLUSH (2) 2x HEADER TO SIT TO THE OUTSIDE f2xDEADWOOD@MID STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADERSEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEA►LS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" — -J 2x BLOCKING @ EACH END W/ 1Od @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)1Od @ 8" VARIES EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) 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)1 Od (3)1Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER *** STUD W/ (3)1Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW Ile 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)1Od 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 GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE T 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK-OUT)#5 LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 t�l��!i�11iiI�I�lA11�!+�I� ■ one onJIM ■■�11 lid■�■ MEN I IL NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. t�3 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 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J r W r > FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY :.." GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF p�N00� �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 1 Od NAILS @ 8" --� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —rt VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. OO SIMPSON HTT4 TYP. Op O,4 U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. SIMLSON SP2 w/ (12)10d NAIL AT EACH STUD 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 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT — IN KO BLOCK AT EA. STUD 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL—` W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE 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 BLOCKING (T)W.) MAIN SPAN ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) RY 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 E SPLICE NAILS TOTAL) EA. SIDE OF • 48. SPLICE STAGGERED Od @ 8" 0/C ATTACH ALL 1 EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG, TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON Q SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. IN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d °a a INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 / LRINTELS 7. SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 / SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w CL 2x TOP PLATE fn 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE AIS3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 wl (26)10d NAILS (4670# SPF) 00 • DTT2Z wl (8)1/4" x 1 1/2" SDS (1835# SPF) ° o • • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) 000 ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 wl (14)1/4" x 21/2" SDS (4065# SPF) _ "— • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 2112" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT C • 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 N SCALE: NTS SIMPSON SP4 2X TOP PLATE OVERLAPPING �-1 Od NAILS @ 6" STAGGERED CO J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 1 NA L 4" -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL /� Oct I S @ 10d NAILS @ 6" O.C. / STAGGERED A d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12"izo (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: ,5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 •� .•'•✓4L,�, �� • • w—cd' To the best of the Engineers knowiedge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E m 8 m� V $a J lh M P S LL 0 to u_ LLLL a - N fh l!J r ' >g'° aaLd z �r°rn zz o m$ W gym29 m o r- 0 d 0p IL=- O�—rRNo �0m z NQ(hZ °d ❑❑❑ W z � Z tl N N z �_ C1 !71 U LU rn 0 c t'a �- C) °D ,,, � 0 Q In Y B 7:4 0! � M H� W J � `g E a wo �� o° z• 14 (6 ao o XUj oa 0 V O z O E O i a p °1z .0 �� 0 wz . .N. ro N C - ai go mo 9 F Q Z z m W a U l wLL g� U az w FC� 3t �LL w z mj o vco -2_ 8� J I* L � W � c� .> M -' a CD Al m y (O r o O_) d" Z N o 0 E tM M o C E O E :3 m c a 0 U Q O JOB NO : 20-2744 SCALE : AS NOTED SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS INAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND @ 24" O.C. 7 NAILING SCHEDULE FOR TOP CHORD SHEATHING DETAIL BLOCKING FOR FIRST FOUR SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER OUTLOOKER AND NAILING SCHEDULE 1 @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L"BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" EDGES OF 2x4 CRAS BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" O/C. ' EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' J 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 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2°CDX PLYWOOD OR 7116" DQ THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3l16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX wl MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"X21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (d 1/4"X2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J � N SEE STRUCTURAL ON SHEET S5 FOR X-BRACING, AND TOP z__ M " NOTES AND NAILING CHORD BLOCKING N go SCHEDULE FOR INFORMATION tD °° SHEATHING DETAIL 1 1 01 11 ". 2"x4" CROSS BRACE WOOD TRUSSES I" APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2" EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE ilk 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" 0/C FOR THE FIRST (4) ROWS OF 2X4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL �� �� (D = 0.207 , L = 41/2) OR EQUAL END TYP. TOP & O/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 5 FOR 5 P Y RO E 14" T' W R SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)10d x 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CORD BLOCKING O.C. (OPTIONAL - SEE FOR FIRST FOUR ROWS 4" MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT ED RIDGE FASTEN AT EACH JOINT W/ (2) 1Od & (2) 1Od EACH JOINT TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END ' SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4'T' ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA.� OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 'MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/47x1 1/2" - BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"0" SIMPSON SP2 wl 12 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( )1 Od 2X4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. SCJ SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) IrGABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. rT7O.C. FIELD / SE PLAN FOR JACK TRUSS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS } - L ,DIA. x LAG SCRE S 0 EQUAL 2x47' ON TOP OF PANEL - OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. SCJ 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SrJ 12 6.9 MAX. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT TOENAIL- W/ (2)16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 I •. • ad 11 • < � • •II - l4 rl d•a d _a d• \� '� � e • . II d• d • � • • •11 � a . d• � d •d In,• • • II •• • ••a -II° dee CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES rTOE NAILS AT EACH END @ J 24" O/C (TYP) BRACING w/ (3) 10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTAw/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. � ) K"T SEE TYP. WALL SECTION FOR SCALE: N.T.S. SS ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 27x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� 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'IT" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX W' BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LIIII�I1114 11110 NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 lO dVVt�'��a��'/' Cv :;: . - LU V-40 I o FLOC•.. •••......• .,. �O 11 .;�� o r� E S SIIFON\1� �F�^rErfE `N ! To the best of the Engineers knowledge, information and belief, the st uctural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentisl 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F• � � N f0 p'\p iLLR O N .eC7�� # aND M J Lo W 0 LL G N LL N LL ai u_ a a 13cg f4 W fp R z vy— zW o W�� �o m � W CD � & U00 Z ZI rnBNo NCn ZU F J z ❑00 W M � Z N tV Z .J M d N (nv)^,W, lQ VO W 0� Of 91 0 M i Z i J lA_ E o a 0 iOvs� � 5Q 0 F Q (O =0S o2o UOQ EU C1 N a O 05 wH2 mo LLa C 11Zzo � wZ 8W U a W �- C LL �w ilk � 3 ai ^L W 0 co -' O 0 v Al in CO T� O V� O Z N O TT = M CO � r M � Ch Q c z C �H E w `m C a v _ Q o JOB NO: 20-2744 SCALE : AS NOTED SHEET NO. S5 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER ix4 ( , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. $ DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 71x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO ix4 P.T. 3/16"0TAPC X 3" LONG FURRING FURRING I x- 3-1/4" LONG X 3/16"diFz0f, FURRING TAPCONS #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD . BOTTOM PLATE W/ 8d D 4" O.C. 2 ROWS STAGGERED TAPCON @ 16" O.C. & 4"LL,2X8 TAPCON. INTO STAGGERED @ 16" (TYp) ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING n DETAIL O.C. 2-ROWS INTO " 1 EDGE DIST. ATTACH 2DETAIL PER MANUFACTURE I MASONRY THROUGH 1-1 /211 1x8 w/ (2) ROWS 8d NALS �� DETAIL 3 `STD, 90° HOOK (TYP.) STD. 90^ ` /� 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLL NOTE: EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' BOTTOM OF BAND TO PRODUCT x 3-1/2" TAPCON 16" 1x4 JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/t I NOTC @FIRST COURSE ' �� SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2"SDS SCREWS S REW 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & 3/4 " 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4-1 DETAIL NOTCH WEB AT THE '' t5^ FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER —E FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" �. SOLID W/GROUT A 1 PLY PRE-ENGINEERED TRUSS t 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT wl (4)1/4"x1 1/2"SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2114"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d . 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE! BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1n" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN .�' �:. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR­--1 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 DETAILS A DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ TO TRUSS FR TO TRUSS TOP CHORD Rqk .J MIN. 4" EMBEDMENT AT 16" O.C. + �F �GTN 1 n-0„ 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. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • - WITH 1/4" x 3114" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > "p ► EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT • , : ' ►•E*IN /4" MAX �� 2-0 8 " TRUSS + SOFFIT . #5 BAR • ►; ► BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + D' ► CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ► ► • ''► TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS ► KNOCKOUT / i14 • • CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END BTWN,., PROVIDE (2) MIN. PROVIDE 2x CONT. (3) CONNECTOR _ — — MONO FOOTING _ "► ► • G LSPROV SIZE AND REINF. PER PLAN • VERT. BRACES WHEN TEOF TAPCON AT EA. IDE 12d NAI SEE LINTEL BRACE EXCEEDS 24" BUCK - (1) WITHIN 4 JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 • 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .► • DIRT 6 Z TO BE INSTALLED 00, BUILT UP PLWD. BUCK - t 4- MAXSEE LAN PRECAST LINTEL •: •ffTANDARD 4 " SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN HOOK N r TO FIT ARCH CONNECT W/ IF TRUSSES USED WI 2 #6 X 4%' WOOD ) () FOR OVER HANG FILLED CELL - • • 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4, MAX RAD SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ft 9 � " V :. L V ; • N �. "L, v _. k, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ;�'" ', r THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. O.C. ,• ," ,� , PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. 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 1l8". 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" }' #5x6' EMBEDDED INTO EXISTING BOND BEAM � IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING R REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a � � SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER V-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) EXPANSION STRIP 3 MIN. EDGE DISTANCE � LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0. p v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALLS ° °— z— REINFORCING AS FOLLOWS: ° T ¢ U * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ° e • r a • PRESS PANEL REINFORCING INTO PLACE. v z #5x6' EMBEDDED INTO '� ` 6" MIN. LAP SPLICE W/ `.- • COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° ' g EXISTING FOOTING 2 #5x6' IN CONC. a ( ) In 'y`.:?:. SMOOTH. DO NO FURROW. ''' y `' ' :'` i = .:: ° • ' (/� C14 FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT n DRILL 314"x5" MIN. HOLE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN LAP GRADE ►. p . ° A' G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 �: O REMAIN FREE OF MORTAR. NOTE: M z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° 2 #5 REBAR. MIN. 3" ( ) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY 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" = V-0" FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. fv v�i Calk • FLOC �•�� 4••'• OFFssloNr �oNx /it�tlllil til��ttt�\��\ 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. FA 0ci � c LL N rr qs 7Jrn4 LL J0 cl) fl LL N LL �j fM Lu to > �LL a a Z � ra rn Wz 2 O cs O W C rn g E°'O' �o� Z ILU TNO 6O5 N Q c., H J Z U ❑❑❑ W Z N (O Z J M CL_ c� Z LL 4­1 •O rN o ,,, N U , 12 E 0 8 _ U IO W z M LL_ E z .0 oLL Z f > � Zo =® Q 0 m u z oa Uo zC O ci az *zwa �z •..fir rip c C a o U O m 0 OLL GM z 8 � a ew W a U � CD y Z WX� = it 8 3 tL °' W � c� \ ./ N ca Cfl LL J � c s CDC CD ^, m 7v TW VW c Z o LO roll I MM (� CN M .- ui rEo c O r H M o z W E u? c a U � p JOB NO: 20-2744 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 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) 1 Od x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS rn DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD ➢A TRUSS HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM .k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 1 Od COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 016 VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO gk SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE a 16" O.C. MAX. INFO. • SECTION @ ENTRY s SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI '>IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 10OF PLAN FOR MOI VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE �7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS 8 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) 1Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM"" RAISED ENTRY MASONRY WALL 4 SCALE: NTS SEE PLAN FOR CANT. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 1Od NAILS OR SIMPSON MTS12 w/ (14) 1Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=l'-O" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. SIMPSON MTS18 w/ (14) 1Od NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. I • MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 1Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d 7—PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)1Od NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 1Od NAILS AT BASE & SIMPSON SP2 w/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 1Od x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---- L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS ��\\\111111t1ff/lllj��� • S �, ��, GIN • 6 Z m• _ Q v � C �° • •.,•• '• S � : C3 F L O,• 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. H o �8 � aa�� iv m V M N - C te S - rl-«M 01 W # Lo 0 -2 LL L' u_ LL Wa s a�d a d�u- > .� 13 Z vU)CO 0M it a v� ca moor° ¢ W i ETrn o Z Lo a v< N� ¢ O m N ¢ ch z U f— ILW z ° DDD W R^ Z N C7 z g 0- (n Ln z Qi-u- •U O LL, Wv) YZm 9 U u, W as z U o • Q &-°- s C:,M z z o� z � � �o Wo<C, zo Q EE (O I—O z fU RaU oa UO a V saE up z ¢wZ :3 (O (n C - U o o mf p O 2 z J J N I W N 3 a� s1 0 �zo iw W V � ¢0 � S r� C:)w O < �m �'o d s; za 0 . o3 0 N 2 = CID W � c� .! M x �° N 0 v m E CO 'Cr r n o t� .� Z O T O CID EM E CV y r) o Z z E O E:3 m C a 0 a o JOB NO: 20-2744 SCALE: AS NOTED SHEET NO. D1 ■m THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^ in WEATHER VE BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER TAPE - T (MHEMMED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weal barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 61N. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) 0 o� 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 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) RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. MI III nlnlrn DOPER NTH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING -eGI G_enuGOGn Pi ecwime-_ F 0 SELF -ADHERED FLASHING SELF -ADHERED FLASHING v ' NAILING FLANGE''"^ ` DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 1 UNDER DECKING BOTTOM NAILING p FLANGE O (SEE DETAIL WP07) 2 SELF -ADHERED FLASHING HALF ROUND WINDOW ��-ruucm SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8"CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHEF J IY111\ (D 1'4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER g 0- W a- W U W 0 x CD SELF -ADHERED FLASHING PATCH HERED FLASHING PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A i z 4 5 a SELF -ADHERED FLASHING INSIDE CORNER FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a O water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 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. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 2 G S f SCORED ___L:�J 5 rade N or greater or proper point expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASEADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish -(Ground (+- FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE III THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. ' 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS �S TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. .O❖.` �A•••• i440••• `•: Cement Plaster in accordance with ASTMC926 over wood 2nd floor e t ace meta lathe in accordance With ASTMC 1063 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 00000-f W-0- �•.•. -. e 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 CV cfl To the beat 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. n 9 E go�,��tg Lo CCy f'�11 J a a 3,_ 0) -, I LL LL ii N a Z 4i U_ �rarn 0. 02Or 19 W =Y9 mo�`D m m ° t� L �E rn ¢i� Joa N a M Z O U O J Z V ❑❑❑ W Fp z C-4 `" z g Q vN J d �W fi V LL C2Z w � U 0 a OW V) fr7 c � U11 c a g • �0 o M �Z o� W E w' _® Qa 0 W i° 00 UO Z N XU 0� �0Z. 20 °z Z d i rp Ada a� ms ° Z co(D am of <w J a ° $ MZ ° a U W N `6 3 w a� 0g �N 3:0 J L W 0 .! M N 1 O m M Cfl •� T Z CN 0 r' O to T N M 2�" ' Q cM M d Z E y a U _J Q p JOB NO: 20-2744 SCALE : AS NOTED SHEET NO. W P A3 mx FL17244.1 ESR-3455 12/31/2020 A23 T }e FL10446.2 ESR-2808 6: 12/31/2020 12/31/2020 12/3l/2020 12/31/2020CU 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 1213WO20 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12131/202p 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12131/20201 12/31/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12I31/2�0 12/31/2020 12/31/2020 12131/2020 12i31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31l2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12131/2020 12/31/2020 12131 /2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31l2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 PRODUCT APPROVAL SPECIFICATIONS SHEET ��,8� �2 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if ; they will be utilized on the construction project for which you are applying for a N i _ > U L 2 o Q Q L CD a Q .Q .� CU -(D -110-0 C iU N -=3 U I) Q L 2 - fly O c- O C O LL Q C _ _ CU CO) CD Q -Q Q -� � 0 Q .0 CU Q, f- .0 W Q HD210-2 FL17232.3 " ESR-3445 12/31/2020 HU210-2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 Category/SubcategoryManufacturer Product Description Approval Numbs s Test Pressures EX . Date Mounting Brackets �14 del 4-1(3 X41 a , 2-12w O t • .Aa SKIII0O% PW T• (May be cut to W) See IgrK.itQr Sct uie Right Sia�Ci�i�iO�]a t '"�`/1 Bits 1I"Dia A325 raa% (rye,,) 0 O 1 #14 S!ff Drib Scams NC Urlit Bwt om EdW HurdcarleStrep (Typicak 3In front) Washm Front Crim Suppmt be cut to W Sel�- rt� uxk�Nuts Left Bracket (16 Gauge) 14Self-DrBingScrews Thru Brackilas A SKkCross Support intra A/C Unit knom Sidle }'pi ; 3 each S +E for hurricane ttStl!� INSTAILA116N INFOHMATIONLTS20B n inUr.U2kes err idatl mc6 Ak %tam aPae Lsp j HD28 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 1. EXTERI OR DOORS HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 A. SWINGING ThermaTru Frber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/3l/2021 HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 ThermaTru Frber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 HD412 FL17232.4 ESR-3445 -� 12/31/2020 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 12/31/2020 HU610 FL10856.10 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 HDO410 - FL17241.7 ESR-3444 12/31/2020 HUCQ410 FL11468.11 SIM200804 ThermaTru Firber-Classic and Smooth -Star tar (NON -IMPACT) FL2R6-1.14 +67.0/-67.0 psf 12/31/2021 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 ThemlaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM2008M HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 HTI-16 FL17324.2 Evaluation Report - 12/31/2020 HTT16 FL11496.1 ES-0130 PGT Series 5570 FL251.10 4/14/2021 HTT45 FL17324.2 Evaluation Report 12/31/2020 HTT22 FL11496.1 ES-0130 ------�iiTW16 _..._...__.......___.FL17244.8 ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2613 C. SECTIONAL Clopay Building Products Residential WinclCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 per 5/21/2028 HTW20 FL17244.8 ESR-3455 12/31/2020 HTS20 FL10456.23 ESR-2613 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/42.0 psf 5/21/2028 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 Clopay Building Products Residential WinclCode Doors W6 (16X7) FL15279.102 +37.0/41.0 psf 5/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 2. WINDOWS HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 per 10/8/2023 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 PGT Series 5500 FL239.7 7/30/2020 HUS212 2 FL17232.6 ESR-3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 - _.._...__ HUS26 -. FL17232.6 _ ESR-3445 12/31/2020 HUS26 FL10858.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/50.0 psf 2/16/2024 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/40.0 psf 4/3/2023 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 JL28 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 PGT Series 5500 FL261.1 N/A 5/26/2021 JUS210-2 FL17232A1 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 LUS24 FL10655.109 ESR-2549 JUS28 FL17232.11 ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 JUS28-2 FL17232.11 ESR-3445 12/31/2020 WS26-2 FL10655.112 ESR-2549 3. PANEL WALL James Hardie Building Prod. n9 Cemplank Lap Siding -- - - --- - -- ng and HardiePlank Lap Siding - - - - - FL13192.1 - FL13192.2 JUS28 FL17232.11 _ _ _ ESR-3445 - 12/31/2020 WS28 FL10655.113 ESR-2549 A. SIDING N/A 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/3l/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2515 C. OTHER KST260 FL17244.15 ESR-3455 12/31/2020 MST50 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 B. UOOFING Tamko 151b Felt UndertaymeM FL12328.6 NIA 10118/2021 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 C. ROOFING FASTENERS FASTEMENTSNERS NOT USED _ _ LSTA30 - FL17244.18 ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 _ LTS19 - _ FL17219.2 _ ER-0200 12/31/2020 LTT19 FL11498.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 WA 12/31/2020 FL17219.2 ER-0200 12/31/2020 LTT20B FL11498.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 LTT131 FL17219.2 ER-0200 12/31/2020 LTn31 FL11498.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Cn U O L r ^ V J CU > 0 CL .{.J I 1 V O ALer '�//) CU /� `V w Z Z � Z a J a LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10458.29 ESR-2813 Boral Tile Saxony 900 F17849.16 - FL7849.20 N/A 12/31/2020 LUGT2 FL1724 ESR-3455 12/31/2020 LS30GT2 FL114 F. METAL ROOF Gulf Coast Supply& Manufacturing, L 0.032" Aluminum GuIILok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 MP3 .2 FL17244.22 ESR-3455 12/31/2020 LS30 6.1 FL10446.15 ESR-2SIMMO803 ESR-2606 MP34 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR-26M MP4F FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2806 5. SHUTTERS MP5 FL17244.22 ESR-3455 12/31/2020 LS50 FL10446.16 ESR-26M A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 WMI416 FL10667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 32Br2918 Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ --- - ._ - --- -- -- -- -- - - ANCHORS USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 Simpson Strong -Tie see chart MSTA38 FL17244.18 ESR-3455 12/3l/2020 MSTA36 FL10852.9 ESR-2105 B TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL7999.4 WA 12/31/2020 MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 WA 1/1/2023 E aw its taus 11M version MApproval AD=V34 t M Revision 2017 Gulf Coy: Roofing Manufadur+ng,LLC. Eng (35) 49 PE-75Daniel 1 Kuhn Locke Bowden P.E. 10n2n017 10nOn017 10n72017 12n2n1117 goprevae Category: Roofing (352) 498-0778 PE-75519 1334) 300.1800 SubCatepory: Mehl Rootng Infb@guftmsfsuppycom Compliance oideReiMelhod:EitectoraReport from a Provide Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Approved for use Approved for use Impact Deslan 22" Product Model. Number or Name Product Description Date In W4HZ Outside WAM Resistant Pressure 1 0.032&qua; Aluminum 5V Crimp Mn 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/12n024 No Yes N/A +N/a over 1sr3T&qua; Plywood toa.SPSF 2 0.032&qud; Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&qua; Wide o4n2rz024 No Yes N/A +N/At Roof Panel over 15/32&qud; Plywood-116.OPSF 3 1&qud; 24gs. Gulf Snap 1&qud; Gulf Snap 24 Go. 17&qud; wide Rod Panel 04/12n024 Yes Yes N/A +NLa}-131.OPS over 15/32&qud; Plywood 4 1&qud; 24ga. VerseLoc 1&qud; VerssLoc 249a 16.5&qud; Wide Roof Panel 04/12n024 Yes Yes NIA +N/Ar over 15/82&qud; Plywood-138.5PSF 5 1&qud; VersaL0c.032aqud;Aluminum %qud;VerseLocmin .032&qud;Aluminum over 04n2n024 Yes Yes N/A +N/A/ 15/32&qud; Plywood-101.OPSF 6 1.5&qud; 24ge. Gulf Snap 1.5&qud; Gulf Snap 24ge. 16&quot; Wide Roof 04/12n024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood-116.OPSF 7 1.5&qua:24ge. VerseLoc 1.5&qud; VersaLac min 24ga. 16&qud: wide Rod 04/12n024 Yes Yes N/A +N/a Panel ova 15/32&grwt; Plywood-123.5PSF 8 28qud; 24ga. MapaLac PMn 24 Ga.15)32& Rot; Plywood qud; wide Rod 04/12rz024 No Yes N/A +N/A/ Pond over Gulf Lok I &quot; Rod - 9 24 Ga. Gulf Lok Mn 24 Ga. Guff Lok 188qud; Wide over 15/3T&qud; 04/12n024 No Yes N/A NIA/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24Go. Gulf Seem l6&qud; Ode Roof Panel 04/1212024 No Yes N/A +N/AF93.5PSF over 1x4 Wood Purkns over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lock, 04/12nO24 No Yes N/A +N/A/ 16&qud; Wide Rod Panel oval over 1qud; Plywood +N/At PSF 12 28 Oa. SV Crimp Min ZB Ga. 5V Crimp Rod Pend error 15/32&xFrd; 04n2n024 Yes Yes N/A *N/A! Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 28 Ga. 5V Crimp over 15/32&qua; Plywood 04/1212024 No Yes N/A +N/AF131.PSF 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel war 1x4 Wood 04/12n024 No Yes N/A -NIA/ Puffins over 15/32&qua; Plywood-156.5PSF 15 26 Go. Gulf Ldx Mn 26 Ga. Gulf Lok 16&qua; Wide Rod Panel over 04/12nO24 Yes Yes N/A +N/A/ 15/32&qud; Plywood-161.0PSF 16 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/12f=4 No Yes N/A +N/AF63.5PSF 15/32&qud' Plywood 17 26 Ga. GulfPBR Mn 28 Go. Guff PBR Rod Pend over 1S/32&qud; 04/12rz024 No Yes N/A *N/Al Plywood-154.7PSF MTW12 _ FL17244.8 - _ 'ESR-3455 - 12/31/2020 MTS12 F00456.33 ESR-2813 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 MTW16 FL17244.8 ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10458.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56l11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2515 The products listed below did not demonstrate product approval at plan review. i understand that at the time of inspection of these products, the following . information must be available t0 the inspector on the bsite 1) co of the product approval, 2 )0 copy I ) - .... - .. _ - -.-- - --. - --------- --- - - i - -- -- _- -- --- -- `----LL ----- --- -- - -- - ---- _ `------ --'�-- ------ - r - - -- --- --- - ' -- --- -- - -------- - - - - --- --------------------- ---- - -- - - - - ; - - - - - - - - - _ APPLICANT SIGNATURE _. DATE- I � !. PHD2A FL17219.3 ER-0200 12/31/2020 FGTR FL11473.2 SIM200802 - ---- PHX J3516 ---------- FL17241.20 - ESR-3444 12/31/2020 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Eveluation Report 12/31/2020 H1 FL10456.5 ESR-2513 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2513 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2513 RT4 FL17236.3 ESR-3448 12131/2020 H5 FL10456.15 ESR-2813 _ RT7 FL17236.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2813 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 RTSA FL17238.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2813 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2813 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 SPTB FL17244.32 ESR-3455 12/31/2020 SPS FL10456.45 ESR-2613 SPT8_ FL17244.32 12/31/2020 SPH4 FL10456.46 ESR-2613 _ ---SPT'H4 - _ FL17244.32 _ESR-3455 _ ESR-3455 - 12/31/2020 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 12/31/2020 SPHS FL10456.48 ESR-2613 SPTH8 -� _ _ FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28 2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 Florida Department of Business &StandadsProfessional Regulation PMAMIz Building Codes and Standards 3aermle Product Approval Application Detail THD28 2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 THD812 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 -- ESR-3445 12/31/2020 MSTAM36 FL11473.19 SIM200802 UGTS3F T FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 Quality Assurance Aoaoved for Up Aoorovad for Use Imrl� � M1 Product Model. Number or Name Product Descriamon In HVHZ outsideHVHZ Resistant Pressure to 26 Ga. GutIPBR Min 26 Ga. GuhPSR Rod Panel over 1x4 Wood - 04/12/2024 Yes Yes N/A +N/A/ Pudinsover l5/32&qud; Plywood-151.7PSF 19 26 Ga. GuIfPBR Mn 26 Go. GuHPBR over 15/32&qud; Plywood 04/12no24 Yes Yes N/A +N/A/ -154.7PSF 20 28 Ga. GulfPSR Mn 26 Ga. GWIPBR aver 1x4 Wood Purlins over 04/12n024 No Yes N/A +N/A/ 15/32&qud; Plywood A51.7PSF 21 26 Ga. GulfRib Min 26 Ga. GuliRlb over 1x4 Wood Puriins over 04/12/2024 No Yes N/A +N/A! 15/32&qud; Plywood-164.2PSF 22 26 Ga. Gulfft Mn 26 Ga. GulfRib over 15/32&qud; Plywood 04112/2024 No Yes WA +N/A/ -159.2PSF 23 28 Ga. GulfRib Mn 26 Ga. GutfRib over 15/32&qud; Plywood 04/12nO24 Yes Yes N/A +N/A/ -159.2PSF 24 28 Ga. GulfRib Min 26 Ga. GulfRib over 1z4 Wood Purtlna over 04/12n024 Yes Yes N/A +N/A/ 15/32&qud; Plywood-184.2PSF 25 29 Ga. GulfRib Mn 29 Go. GUIfRlb over 1x4 Wood Puriins ever 04/12/2024 No Yes NIA +N/A/ 15/32&qud; Plywood-123.5PSF 26 29 Ga. GulfRib Mn 29 Ga. GulfRib over 15/32&qud; Plywood 04/12rz024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GulfRib W1 & Ga. O.S.B. over tx4 Woad Purtirrs over 01/12rz024 No Yes N/A +N/A/ 7n68qud; O.S.B.-101.OPSF 28 29 Ga. GulfRib Mn 29 Ga. GulfRib over 7/1Saqua; O.S.B. 04/1212024 No Yes N/A +N/A/ -116.OPSF UPHD8 FL17219.5 ...._.._......_----.._............._.._........ ER-0200 12/31/2020 HHETA20 FL11473.9 SIM2008M - - - LGT3-SDS2.5 FL11470.7 SIM200803 LGUM262 FL11473.12 SIM200802 Code Version: 2017 FLaY: 11851 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL prellty Assurance Belay Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use N NVNZ: ALL Approved for use outside HVHZ: ALL Impact Resident: ALL Design Pressure: ALL Date From: ALL Date To: ALL SHEET PA 1. NO. 0 N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg,1 a e 121t2201e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pags3 of 9 1v,r2o,e Florida Depafinel of Bwlaeee & RtitapknM Regulation Building Codas and Strrdw& Product Approval Apptiatlon Dedall Pape+a, laws Fla Deparbrw rk of Business & kvkuional Regulation Butift Codes rd SWWw& Product Approval Applcation Dsbg Paw, as /aegis •� (•� O }e L � �' O O � Cd /6� }s -&— U � � U � C O 0 L E O O Q C L � ^ O LL �9t Y. V �� •N /1 ♦/ �� O �✓ VI v/ �e+r i `v �- ♦� W j ICU O CL Los atilt Kaska ale ale Dal. bMu grit nXw11dw C gatatlt did». LLlaa re yraraetl av Pe g hLwv lad FGCAnarorel bumud Abdul Revision 2017 There-Tru Corporation Rik VaW Lyndon F. SOMI& P.E. Ryrl 1. Kip. P.E. 1WIL12017 0711=017 10Naaol7 12P12=7 Approved Category: EANW DOM (419) 298.1740 PE43409 (613) 7674M Subcategory: SvMoq Exterior Door Airwave ddnv■wddpamu9rts• Comptaaa Method: enNe9Ml POW home ca+n na FWW Regulated Arced or a lJansed Florida Praealonel Erpkur llama 2UMMLAeM "—adf-Us, Amrwdf UN &and gedea Ala2 ProeudMeeN.NrrnberrNaee E inH" futeld,NVNZ natWsg misure 1 a. Tlaermemu Fber-Chedc and Smorh•Str Nominal SW9;6 &quotMMr wctdpud; Opegw 12/31=20 No Yes No WA Composite Edge Fl6rgtsts single Doerr O ;XcaaarWM) e w 12031=20 NO No NA Composite Edge Fewest —"Door N —9.0 � X M G29L Egatxs[ a" rota 2&W bo lot ➢rL im YlaLs Y�IdYL Gemdr EndNw Lllnroe vrartea av ye�q Agacapd F13CANrovai Ailratla $WM PAVNM 2017 flNrme-TM Caepaslbn Rkk What Lrxlon F. Sd nkt PE. Ryan J. King, P.E. 121132017 12MaPA17 120212017 MM&WO Approved Category: Exterior Deals (419) 298.1740 PE-43409 (013) 767.65b8 SusCeteenry: SAInging Exterior Door Assemblies �tuaanb. CampaanN MNhoe: EvalueBon Report Probe cob Fbdds Registered a ered Ambled a Licensed Floridaa Pronaalama Engineer OudlbAsarame AaarovedforUs, AswewdforUN PradudMedN.Nm,brrU .. (IdaMLk= �r P— Seat PJa+t>sta6adrtD Ci�tE&mmdeadhh l3LlId4 BMaot PLULur. 1 a. TMrm*Tm Rber-GNsk xN Smooth -Star Nominal S&S( A &gsa;UN rrlmpsd&quoF Opaque 1241n021 No YN No WA CwrpoWe Edge FteroNs Qe6b Door Onevvmpquta'Aq: X tm"Wad-) 6 r. Tlerme-Tru FNW-CMnk and AnorSW hatredsA &quo SMSPon-Impatt&pafMn\ l; Opa w 12411 No Yes No N glConpods Edge FAerpYss Single Der Is . X n) aAfdiiLBl go& folks ROM 2MLblfts 21M mm � � �� �= � �� how" � a• Fleabite 2017 Thsme.TruCp+pareitsl RIOk VVrbAt N9a, 'AcapscR m& Ryan J. Keg, P.E. 12202M7 0a21/2a17 1212Y2017 Approved t?sYgoay: E)dsrWDOow N1�2S6-7740 Mensaemem LMlWb (61a)767.0666 SWCOUSBwea91 Mdadr DoorAwwbbo do NoMtMgCW-Ao L . W Oawpftm erl Ml CO IN mark LYwq aka 8 mEMEADOW AaatrdhLaa AgdmLi tsar geha lta maatgrrmlm Ntiaasm tuba 9rdiladm@a BWaa mutt 1 L &quotCbubC-Uquot OW &*NtBN arum by 68 and 611)0pegr rM OMW F6rprN Door with 12031=1 No YN No WA Tgrma-TmaWot rd w9haa elOereL MMrirlp rd OurNkra atLLtt� auk MINkLY 20 20 aO.PJses 20k >� � ': ". )� BM iU� XmasZ� ai1.A■� �e1 ilk ft,w6 2017 T1rme.Tnl COapOma, Risk WrgM Mill wAa+6A96N& Ryed J. tp, P.E. 122WJMT t212017 12rmw? Approved 0 Mrrprnam YaWLs p13)787$068 Oeberr: EAbrfoI laeEd.abrDOorAeNnwIN ldMrrDods N1m II w,ldOrra4nK eeieweawy:aartm saa6 Ceepa—mks.* C.,N.Mn Mark sir Wikq aten agookalm " SidllLAaraat AataNalictia Aod■.oaga ma gnat ilea Bmadgurhlme >i�CraWgaaem lalaAa satrrtmaa lidltliat mar■ 6 a. dpNfamoael- hnggNk rg MONSaN hmslk by alb WA sip Op"w rd Olmd P9h giseaDoor WM 12131/J021 No YN No K% TherrtieTnl&g1Mk rd mrau1816eaeL k■fn0 AN OSMNkq 9 I. ThermeTn, F6r-Cloak am SmodASsr No mpW&Qrt: 12/J Ne YN No WA sE F Door Qnsadi lglOu"; caaaumaN) 9 1. TnermeTruFor-Clark and SmoelMstr Nadnr ;S SgMMl mV@d&qud; Gaited 12131=1 No YN No Net CompOWe Edge F6erp9ss �'gb Door^ 14 n. ThsmeTru Fiber-CMMk wad Smelr Nominal SMS;O dgalNoMraw; owed 12131r= No Yee No WA Composite Eeaa poorness Sin" Dow Composite Edge Fwsrplasa Ska(1s Data Florida Department of Business & Professional Regulation Building Codes and Standards Paw 2 ar2 ir2w= Florida Department of &nkroa & Pfoflpknal Regulation &Adng Codes and Standards pare l a, lmmio Florida Doprbnwd of &xi ri sae & PrdeNbrrl Regulation Building Codes and Standards wee I al im m/s FlorklaDeplastrinsard Of &Nklele & Rofasd01N1Regulation Building Codes and Standards pop la+ ,anise Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ProdrretA PProval Appkatian DstaY Quality Allowance AmEmmu ff UN AmraNe NLYM Mod 219M lied ffi 9D t t19D.Qah lo.tl)Ita R"kt" PratWR 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 12/512020 No Yes No WA 1453/4&quctx&0tqud;NON-REINFORCED 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD M XO, XX 12r311=0 NO Yes No WA S5&qud;x80&quctNON-REINFORCED 3 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/812020 No Yes No WA 145-3f4&quoI,x986qud; E�BI Gab mookg gut a b 2ML&BOR 20 mm riot 1dlmdealirL a/allr Itmmim&gl6lNl riurWfkc ridmmd amhmE 19rLammnl hum" air. RwWm 2017 cbm Matti pmdo* C=Wgm Mar VltselrI WbftkTeWap BrvbN NA, GoryPkwhler lirio 17 a8nOW7 12MLOIT Approved C�wy: BdelW Daart (619)7704D62 Inc. (a13)01g•66a SWCsrawy:OodWWF I DOWANWMN nwewr6s WY•oom Co6penamosow CwreseNNMkrLYana Ealf6!&t Shr Sam flat art grtbmm art mml Hum= ■■bOWer tmrer tioimldtiLlaton ritidrrml ridarW SAM W MiCAM■rl AamNa fend Revtsbn 2017 Creole a+Iidee P—e COMOW Mark NNdrA elsrbkT aelee 8eavbee NA (gay Pi9"4 112e2M7 08fl02017 1210an7017 Approvatl Cewgwy: BOwbrOaOaa (619)7Ta410at he. (619)6146o l+abCelsiear: BeWOrW OOwbr Door AeeedablN ale• Cowpl N YM•d: CwabWm Mark r LWng ai&t�ll Slam AN&K IMY gut Anabaam fio BM rid■ ■hiller= a0611r athaL&,Nram YelartlJe( rildilla ahO ®6Ataal ANaaa was RavWOn ]a17 POT sann.9 DeMrbwlk MbmFpedsBCCO-Catt MM316es BCCO•VAL 12202017 1128rm17 1]/arJ017 Approved Cawgwy:6NtNr pave (l41)4N-0fOD (7M)a16.26g0 eeberswr.Oft 6efrbrD00rAeeMwYe MrdaapgeodueebLoom coU6w■WaMI OM■owbn Mark or Lease 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/312020 No Yes No WA 5 SERIES 420 ALUMINUM SCiD REINFORCED XO, Xx 961,quo0SB&quot SERIES 420 ALUMINUM 96D REINFORCED XX( 11/312020 143&qud7c984qud; No Yes NO WA W j 37 037 W540 PAN-21F161: 64A, 94, 73.75, 1500, 190, 76. 78V, 4 M. 4R$F, EW. ■8F, 2RSr, 4111 6A 4a gwdkA■®a Qbdlaw ftn. 26 aL) 8epb•Cr(up to VW serfs) 05wri0m VWMXX)DEMI*. VO Grates Door Aaommd&LUe Ammmmi&gm `im �t■a No Yes dr■r BOON No get z m .30PSFkV PSF Lug 53 003 Nb1e PAN41l1aS NA, 94.73,75. Idea, 190. 4RST, 41NF, BRM, OW. 41L 42, 56, 4W 429, OW OD88, anvil Lht S e1M law". 259L) Dod*PCW(9'7 fa 167 0150ri26 wady W DCODEM74; VW Oragt Der hmmmdhL t AtammCkJba kl= ! No pima Bohm Yes No add mr� .30 P8FW Par fta to SGI)6U7o(Lrge MbeY MgNt) �� V"=04MNDar 00420a1 Ya � boost YN Yes � NM 42lL M& OD66. DD68V. OW OR88V, AIM, AR68V, 0DWV. ORO DRWV, ARt, AR68V. Oft rDWV MU, EDWV Florida DepsAnlsrk of &wwww war & PlofepioMl Regulation Builds g Codes and Standards ►ege l Of I +table Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 of 3 12srom Fkxids Deptalls we of Bud(7ses & Prohwbnd Regulation Building Codes and Studerds Pap +al ,reeve Floritla DlpeMlent of BuNFNe/ & PrrW Regulation not &gelid Codes and Staf4wft um+. Product Approval Appkadw Dotal Product Approval Application Detail Product APPeavel Application Detail Product Approval APPIk6ti6rf Dltal 1SSHIM4n good Knolls ore go ordeal Rill un rid■ mmuk ilrr game laha[.&Lhaa ri11Wlhaalt rirrw lrardma ZWANIMBI Aamm Lta - _ [3 risk larLK go hilt aat8■ila tint rm rioim ltlrrraao. slow SMiNK IMM 10Limm & yV Alan" a rLAMMrl holed tree aA1WAl feel foltet ON no goa teat are mt Yuma air&MIM Sam lmammLhLbm mm m um )hofiha Allo W aGAnam d Aamra own 2kiLm lad Product Model. Number or Mum ggdag Dwwhadon cordrw Extension Dids IS livmz Outside MVNi n"d d burgl, 2 165 SH 5202 FiniFhnge Frame IGISG Single Hung IOMWO23 No Yes No a60/-W rWWM 2017 CUMMEBOerWNdAAM.Me Owtgay: Bftftr Dow laabCWogeryr. EderrsrooarcaapoNaw Cs6gaMw Wert DoaNOWM Mork a Ueae DswoDM UL LLC Ted eranan, PE (641)444844 (308 M4707 Owakdeekooss@W y.a m 11AWW17 162QRat7 12/06=7 Approved ReMNen 2017 Cbple DAMN preempts Copsny CsgarKE+aw+ar Dols Omod Mm@AtYSMol CedabdM MwkrUmft 1lrt I I eewlek TOWne Dew, NA, GeryPMlwr (613)77660at bat (613)6iP6&66 112pR017 0an02017 12M&M7 Approved Ilevlri0ar 2017 Cbm Built Re"* CMpwry Coftwo mom Dose McCeseeoaY: B/WorM Exlrbr Doerr AeesnwiN Oo6+P6nsNllee+al CartliaeBora Mark rLYaq Mew lo- A I ftftk TosMag eeavirs Its, Gary PkwkW (61a)7166062 YIn N19)6186688 �y.aom lirlm 17 oano=7 12cm? Approved Yal EMSEUbigibusKmium gtd kAaaol m0trarabtim finel■tommeaLalle hmmoiALum A■mlrllstlm kLm a dmdLtm low Brims get Ion■ ii■o ftBMMLMMbLNNMkK2LMM gooLh l■aN asesubuditi■ gidhlramtitadm aoomilKan hommikLilm !saga aammimla der snow atria beret l■! gmdkA® mrrdgrodotiu gookuLloo mad hmmmdALUm AdamrdhLUm kadma gibilLu rr a RmY 206M mid■ ■ - 1 WY.707, 727,747. died W Bftb Pad P•ea d Doom FkWL am" rd Lawewd swot ad pees of 12/3trAM haaow Bawer Scat Yes YN Yes NIA N ON 1111111,49 PAN,VIW. 73,78,84A M, 42,48,42e,4W 4RBT, OW, OM. ORK ARMS. ED68 8" lam fine. 25 eL) W4wCw(up to 9V sells) 0a2Vm,N wwwoo azw7e; nr ti6wge Door No YN No .39 POFF42 POF 102 102 M16 PAN,21aIW 73,76,84A 94, 42,48,42111, 40, 4R8T, NW GM. OR68. AR66. EDt and Pen goes. 29 OL) Dob►Cr(or to 167 ogml)2 g wMN VO4XX DEbi74; V1r Orloo Door No Yes No .37 PBFH1 PBF ca (D C: Florida Department of Business & Professional Regulation Building Codes and Standards Pegg 2 a2 i Florida DepeNrwd of BINInMs & PmgsabnN Reguation &Aft Codas rd Standards Palmieri +Bare Florida Dep■brwk of Bwln aw & Rohn" Building Codes and Standards RtlgllaUOn Ala a d Professional Regulation Florida Dope B dig Codes Building Codes and Standards Paw+ d2 IQ012010 O Product Approval Application Detail Product Approval AppBalm Defd Product Approval Application Dalai Product Approval Application Detail an CIO aa� 2a Anoka art no RmLbo a Wm Dow rid! Im mblbm go" tubed UJ ridida m liddrad &law" arLho rl Label/ aft lily gab lotatm no gem DOLBmat and dmt rids urine[ 20M bo%WL&lhdo m dell" rildlm/ Aebo W HGAmmW Aroma art auolklA■ata AgamoW]¢Y2e Agmmmuw uu in= aaalm distil Roiled ulcer. Number r NanaData In HYHZ Outelds NNW national blare saga lmh(s darts 20 new ft dm die! tole )lsle0 l Contact Yikbt d @t YeNd ftd &i.9ffi FSQ Ammxll Ag&m'ed situ Revision 2017 MI WInaoes and Dore Cabgary: Vwldprs aver Sawagw American Amhlectaml stave"M. 1MM, PE (717)36"300 Mwwfacto—AssociWon (717)317-8454 0BA42019 OSAU2019 06lr=19 Approved Rel11110 2017 POT eldaasblee Dedscid"vid, DONRawb mbrnwuseCQD-cat 6VxF&Deds GM-VAL 0 (7l6) 3167N0 1220/m17 120=17 1225=7 Approved Ref" 2017 Iser, eaW, O DON Rawl MWMR tWCO-CEn YWdaaeo GOOD -VAL (9H) 0 (766) 316,2QiD 12202017 1ZUM17 122VA17 Approved H61aaFtnandFlemaFneme, Ism Gives 02118FM4 No Yea No .551-55 abcabeory: Fixed b aingerolmied.com ear. Filer 660CsbgwY• Filed Anrm rYW.am dnw Qpg* C+wCebO Nlae t*RboMrd by our dmW W.00m of go Caplan Method: Ce"Mcation Mark or Listing Ce6pirs Wert CearlMbra Meer r LtsGe odmmk CwgiwN Wlbel cYraNtprl Mark a LIMYg ;bat Pindult Madd, 1knobw or Name amwkALVMM $arid lDworlodan Contract Emanation Data Approved for Use Ago hlma Otis" mda kNd natar&ot g" maaam rat! alrlOCllrOBm D.rrigmadrt aootrlaYrtiaaOim AdsavarradfoLth! AlamdmLaht mama gaakima Mod heir glass mart Sol kKALOMmrdgNt gooLa Irdm mYa ghlrrialatgNl AeOmredfar Mass ammilL dogma grdaddma im IBM" aml gilt E ■ 1 185 PIN 73 x 72 Insulated Gins 04103=3 No Yes NO aBW-w g PVW4= amp wse eapla I Vwyt Flied VYtseow owa2o2o Yes YN Yed NM 7 w"M singe Par efapae 1 V" 891os Mae Yreaeow a7)3Q 0 YN Yes, Yes WA Florid. Dep.ronent of Business & Profeeri Regulation Building Coda rd psw+a, veers Florida Departmerd of Business & Professional Repletion Building Codes and Standards Page 1 02 lror 0 Florida Deperutrrk of Buaineo & RrotwiorW Regulation & Mg Code/ and Standards paw l erl imme Fbride Departnan; of8u*wn&Pmb@Won@lRopWm Building Codes and Standards Paw+as saaose O }a Product Approved Application Detati Product Approval Application Detail Product Approval Applcation Dertati Product Approval Appacadon Detail W aSMlaEOnto gods !tell[ gam ➢Ina DdLb is gam QuWb rrtra Collimate, AprawdrrUse AmrovedrrllN l� padm FLIgMRut auk loom s am g DNLBNdfm oo FLotategaB aft mama !lam gib greLAllt ore � bu MIN" RwWM 2017 NhadmiQ 7Mmw-T E'd Doo Ce4oiry: E3aMbr Doow good ladmwL&Ur rilNlmdht Rlda WWI LpIdN F. BawaaML P.E. Ryea 7671W P.E µ1%296t740 PEM34Dg (61a)76741tt66 faa riDtaru mm dlgA®rL 10n62017 tOnM017 1a272M7 Atmmd 1 7 2Jt2/Jg1 lrr Aoprorse mml ridm RevWM 2017 Mmubdal POT kwuwin � Shalt lm NKA hmt Bill" own RuMc Mile 0e0a BCCO-CER MWd4)*6BOLD-VAL 31 Mmi" lubmha 124LW17 11"V 17 HQAMMO a■■aa 12om? am& AopaxW mm MOW Revbbn 2017 fllmrtmm Jwrw111feb Bu Yr. Vbk Pwduod. bbeph. PNesmad: Sea" EMANKALIMM XNMN t Zhu L (1"34g RNeM Opow6 Jew 6ouMwd, P.E (gag) 71P2a7 PE-241M (a67J 367-ZSig )kudd 0100M OQr16r1017 Or0S2017 a>gdtmt ANOOd OK/V2017 IO/ta2017 altar Approved —' `V 2 5784 Venal Numnum Mulon 12/512020 No YN Yes WA illepetegery. eAeprip6N+br DoorAsertbdN ddoeOnebllrpoonaWer6L IAwkm Pbgdenq.rAmdtawreekr ` Ca6perw Ndrw ill I I earl Rewlom a Film Re0+r4me Awhied w a LlMnsee Flarlea oom FLam4llmatm Cow li Wirt CearbeaM Mier or L)MV Cag6rrellselsl Er6krtlaraRpedtana FWd@ YgisWed ArdbM or a Licensed Flores Is nlbcam / PneNeolwW E+lO+nev artLhd lemmmuwfYl Atmldmtas for gd■ Ppbselorlw 01 O 8 thee alsoLanldrha iraNNrllrtdoGalm ken gldWLmla BNrIIa mart � 31t! gYrdaLAavl SON■ AMIM Calm AmmrdJlLaid AaodaLlhi lnmga gkdmbbHV a `a Bohm diet fta 1 Man" form DOOwant MGsbM AbnbNu MWlona 050260=1 YN Yale Yes, RA lsl gmdILAirtod maoubudatit gam AMMMMIN N Atosuffam mmaa 2dMdd= amkmr gift mat 1 L&gM:fbaCYNblWat. dglek8moolMbr8ga0t. RWNDA* slcCraquok tChadoCret RaeieMpaak r&gm 66M.4&4luatbpsd&quat Gland FGaroNs 1203i=1 akeb Dar-DQerweeaWYwYp CaaaapKWN NO Yes Yes WA 1 C mow&LIP WIN leeeaelnam lop ebbs 1221202111 Yes Yes NBL Net Co c 4C\E U & O L V Florida Deparbnerk of Buekuw & Profsesiorrl Regulation Bu*dirg Codes and Standards wee, a, +Seale Florida Deporknent of Bwinsw & Prohaional BMft Codes and 3mrdords iaspse Fbflda &lklkgd Cola and Standards Regulation p im m+e DprMNnt of l#Lsktees & ProMaional Regulation Freida Bulding Codes are Standards Product Approval Application Dstall Product Approval Applkation Detati Product Approval AppRwtlon Detall Product Approval Application Dstd C0 aA112,122■ aft atl� l raft dial ridge RevWM 2017 fhE(iWtt Jwa■I Wes BWlaa PbducK lee. Oartery: Pend VSfY sk*Csbgrr: swm Cerptane Msarl Eerudlm A 0, I rma Floral WgNbwd At~ a a Lbneed FMM@ Pr0lsoebnal Errallrr lkdhLtt fhamr LbaahaL&Lhdo rilrlruet peoples be P, l.Ogawa Jam SKO". P.E. (OW 3402M PE44121 (3&Z) 357-UN ds.am laved art WLAmodd rildrW l■.WW ffiaAtmd llOgrlDf g62m? g7 OYtlrm17 ahm Aalmld 10110=7 gtllYr Approved atta Amu rids Rsvmm 2017 fi■tra■i t Jessie Holds Mft products, kw. Cleanser. PwW NbU Subcawpw. $Wro OOlapleaaao Wirt EwbsaN r4apodtoma FWdp ReaMbaer' ArdaBNt r a Lbeneed Flo Pmwwlso ErgYrr lmhL9t fioeltr lmadrJLYon Sfi1fILWh Pwgslerag nr R. - LO9lwa Jahn SoWMcl, P.E.1 , W%3M4-W PSM1121 cm W-2r6 dls.eort am gilt ah AMM rifarr La..W !!i'idoodl O&2S7 08&IWm17 OQrJr[017 atm Ad®rd i W1aQ017 atilrr ApgMd flat d)md rids Ibvbbn 21117 wr.ttL Al1Ma swica si Pend Wide Comeliness:Bails Forge Ne0bMee Anhbd or e Llown eat Fast be PrpbMbnd 6aor■r alamat rialdrW.lal AMMUL W7h dampN Lyndo F. 8d6nML P.E. Rows J. ling, P.E.g . 1330! 13)7674E66 e&IOmpeplaabMe.0or11 team art )hWrtd fUarYW t4=7 1003=7 QrLBtit eat a7gA.od Aaoa 1a111=7 12f12FAMY nram Approved Iow d>al )labs R 'b 2017 lllriNNt Awa CeftO.. 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PA 1.1 ■ 41 ■ Florida Department of Business & Professional Regulation Page 3 04`3 Building Codes and Standards MAM20 Product Approval Application Detail field COYht.9[ Act aria biflbnfia am Byes Version Menudadurw contact Farha.iJ Vaadded By ygsiboomed FBC Amrovd AYesB'wd am RoAslon 2017 GAF Michael 911eh Poloist Wemloen John W. KnegNch, PE 12/11/2019 12111/2019 12Ha2019 And FBC Appn Category: Rolling (800) 7863411 PE-SSIM (954) 772-M4 arbcdegory: Asphalt Shingles arsh h4w.com Cemptiauo. Method: Eveasilon Report from a Florida Registered Archaxt we Licensed Flalds Profe alond Engineer Etiimil4usttoatedi[ Quality Asslaranoo Apwoved for Use Aoproyad for Use Imrd gNIM Shad( I Mao A.BImi Sti61lax1QIL Bum" J 1 GAF Asphalt Rod Shkplm Rbergless reinforced 34ab. laminaed Stab end 12/162022 No Yes N/A WA hiphidge asphalt shingled Florida Department of Business & ProfaMonal RaguWfm Pads, 1 at Bultdhag Coda lard Standards veoots Product Approval Application Deity dllm"&M Smli tall! bit Nobod are ma )error realfleaom sealer lirmMAlaoa Mdommia mmwm bhraat f fiAoMr A■mst Sire. R,ddm 2047 LV. Tho poan, k= do hko&NM Tay CldalMlt udwyR. RW Lana Borden 10,116=7 10010=17 11O1,172017 IV122M7 Approved Wore Camooy (TAM0O) (613) 24644a6 PE-74021 (334) 300.1500 hlgary: A a, WriteteMMlraOare.mm lu6CaMlaw7% Rmaq ApmasofW as w n resew Pat at» Rat ag %am CowpaMseeodllsd: Eakaim Ft$Wtom a FlorMa Wpkbred Ar~ or S Lloaneed Florida PtrrM"I" Emr[rMw aomiaibtlmrm gmdbLh OBn aealataLum Ammotirjm trout 20M )Alas EMAIL2 e2dabia SmoAmLbmkfamare Korea an■iMk= ar■mr PJILesns 3 TAMOOO64WPftdVwMkBMi 28ga.dNdrodrenIN - wftlnMgrrlYd befe og09rm Yea Yes Nek WA Florida Department of Business & Professional Regulation Pop I of2 Building Codes and Standards Inv= Product Approval Application Detail Ggdg Edn.S Aug gate Dd,P,2dhw Art mt Verson PJISAnrmal Approved Am& R.Nslon 2017 ecral Roofing Anderson Rodin IAPMO Unaorm Evaluation Gay W. Welker 10/182017 101011=17 10212017 Approrod Call"M: Rooling (801) 3W- Mf S Wicaa U.C. (205) 65"160 malrinAndenonQbord.w Compliace Mahoct Evauatim Report tom a product Ewkwfiw En ty atlaL Sin Smart InKVW AmrovedforUse Shdside.MM WOM Resistant 21" mesa! III Ytrop FI6tPrQ1gq-RWo.CA No Yes WA 17 aamrry 900 - Country Stab, Hanford Slots, Shake, Slats, Flat Prolle - Slaekton, CA 12/312020 No Yes N/A WA Split Old English Thatch 18 Saticoy 900- Country Side, Shaks&amp; State Flat Rape- Henderson, W I2r4l/J020 No Yee N/A WA 19 Saxony 900 - Country Slate, Shake, blase &amp; Segal Fiat Ronk - Lek. Works, FL 12/312D20 No Yes N/A WA Shake 20 Saxony 900 - Shake swop; Slats Flat Roft - Lathrop, CA 12/312020 No Yes NIA WA 28 a Ville 900 m r Medum Rork - Lake Wales, FL 1 M12020 No esNIA Yes N/A WA WA Florida Dopw inard of Buairim & ProfsssiorW Regulation Building codes and Standards tarw,s Product Approval Application Detail 6mma sure imam bile bile RMLBOf■ Ar me Ylm mmmbdm good OlaterAMW Xdidu fa Mod" iNhoOd B IQAM MY Anrna sun RevWdn 2017 met BWN" CMrowwo Ommp Inc. 611wu Lewin IOC EvtkNaOrt BwvIW LLC 11Yawn M. RNYa, PE om92m7 o1Iw=I7 OW212o17 ApprmM Callow. saockm P. m0, ub (M7) mS6473 (407) oat-1017 adeciegw!•TltwPlease dpwblomwo a— Cagaws Womb MkmWm R@W km a Product EvekWlew Ede' saimmelemom alI■IdaA■ma hmmm kmm Anmmum9m isnr air■ ill! amotmohL ammo gavuLk Q BEN" Grr■ 2 my scofApilm Wp Pkb krwcomwdw Prr 12010M YM Yes NM w Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 all Ir20rw:e sm� eemcgL no ant AltEM" 20 Mao version 11ma aiiiale S l9xih &fawn Validated ft Valudweed fa aideed MCAlocoyal Beamed aahs RwASIon 2017 TAMKO Building Products, Inc. Kord Eden Zachary R. Priest Looks, Barden P.E. 10/192017 10/052017 lormoil' 12H W017 Appr—d Category: Rotting (417) 6246844 PE-74021 (334) 3004800 Subcategory: Undarlaymeds ken l_sdan■amko.com Compliance Method: Evaloatioll Report tam a Florida Registered Architect or a Licensed Florida Praeasimd Engineer Elm�+netftmdimht Approved or Use Approved for Use liond 22MM Florida Deportrrwd of Business & Prlllaebnal Reputation BuWing Codes and Strdards Product Approval Application D*W Raffat&M me MR" aarinio[ sorer bdmwAMb Re 1* 2017 LV. Thompson, Ion ors Thompson Arddgxd Tony Chrbbmn Zadlwy R Print WMY Cowpwy(TAMM (813)240.3m PE-740I Cabowr- Roo" an 'gap Md-diq mm nbCdeltey: Roelg AoosseorW gel w won Ld,grd Peesine Rooe B)4Mlm oogadmo aeumd: esatmatlm Report from. laterals Rgw,nd Ambled or a LkwMe Filed" Prclassics Emnpkmw egiodLubeguma InB 4 TAMICO Reed Top 0eM90 Varlets left for Tee 20 lW dale rodvenMsbr vrM bore Pgafat tlalms bills bile 20af2me bile BOIldrmiOt Yddlltl Oifmd S CAnrW A®st am Lod, a0wtltn 1O111OrJM7 toH02017 iGMT f7 12H22017 Approved (334) NO-19M SamisLAwona hounim o hmmmibLlma )reed ➢W■ sestlntOerimtlmbia fame¢ arllltl(faQ Brien mini OWOgr2026 YM Yes N/A WA Florida Department of Business & Professional Regulation P.D. I ofI Building Codes and Standards WW= Product Approval Application Detail Smelt Eu70'.oL Ars art AtePeDOm am mm mamawbm Vidich + d Oc YMB" gubmiffid iOC Amtmal Aeg9nd RWeion 2017 Global Pro acBorr Products. LLC. Tan Robinson Welts A Taft Jr., P.E. Jahn W. K—kh, PE O910812017 08412017 09H 12017 12M=017 App wed Category: Sherd.. (954) 689.750 PE-44167 (954) 7726224 9utGdepory: storm Para. tkn.rotlnsond appeiB.com Compaaw Method: Evaluation Report from a Florida Registered Arcma.w or a Licensed Flands Professional Endnew QU&ft Assurance Approved for Use Apteawrifor Use g psalm MA mm Product AtlDHm9n ad CesaaB9B Gft In NVHZ Sates HVHZ Recant )Vaafa: 1 20 Gage GaNdnind Steel Storm PaeelsMVHZ Corrupted Gak9mzed Steel Slorrn Panels retained 12/312020 Yes Yes Yes WA Florida Deporai and of Business & Prof ooionlal Regulation raga i a l Building Codes and Standards Lewis Product Approval Application Detail 13 raft sistat bit bile Wobbl■ are me ism arifla M sorer ANINKAMi MOAV M )AAl■a form ZWLMMEsl Among min Re MIN 2017 fMl Brradirp cwnpwwY Grap Ise. Skl t Levels ICC EVeloodon bet, , LLC VMPn M- Rwdo PE owit=7 oge72017 0110212o17 Approved Cdgwr: gbud" carpwwM P47)904473 (4 rim-1917 artarlaty: Than Plan alakildidplooket m Csayarw kbaMw Ew wwm Raw *am a Fladud EvddMn E,* agimbmLblba asrth r a■trmLlAa ammmMLliYn AN" nom lag mifr209fo m go omukdmrrogre KIM gowdLu d>i Bobber E� 3 mV laCOUpkm Trader Maw conmmdw Plats 12t112= YM Yes Nat NIA Florida Dspwbrwi of Bu WrAn & PrOlmad al Regulation Building Coda* and Standards Product Approval Application Detail 8.>mkRi smell maAcr mt versloa MMOdMIM noI lmaeet&LOM Redo . MIT LV. Thonpdn, tea see TMrgew NeheeaWra Torw Clale0nen Zadwy R. Aw weft Cagdy (TAMCO) (a13) 246,34aa PE-74021 Co1gor1F Roo" )*a, 0abOokowy: Roolamp Acomnaft lid w m kOaral PadIMRl.11 system Caspaww Warot evekrtlon ReportWorn a FbrMe Rap' W Arellewl or a lkwded RwlBs PreMsdaW a at AKE fMbdMbd&AWOLKVM EMANta omm 1 TAMOOFMdTaPOaiadg,VedwFh laafiMMNTM 26 SL dins redvteWbrtdn bete Pap l al Items go bill 2ML2M m biA YIa11A m va■ra mullet ffiAmMmsi am om a" L4dm mdawl 1001012017 1O1407017 1e172017 1er122M7 Approved w wo-liew 9MIOLA oen Amamimilm anm dmia line bit• SmrllrOsbliabile lamas 9dimLi li Bui" mo n 0gegrJOes Yee Yoe WA NIA Florida DeMb we of Business & ProfsnWrW Regtdatiort pop 1 or I Building Codes and Standards imme Product Approval Application Datall B Soria lialacr aW no arebaan tail! Dole )arm aMsdnot So" LlaaAmriLAemr Ndkmll n Ydo" llrffAf EWAMMEM allow" aofn PAWbOR 2017 LV. Thonpoom, Ili. din Thompson Minlodpd Tony aretemen Ztd"R. P1Md laden laovv- 10010120117 Wow? 1O11172017 12I12=7 Allpaad Wine Campay(rAMOO) C w .. -• Rl- A Ot3)246.3456 a, PE-74021 (S74J no-ta00 Baer rpm Report; Accessories amp we an log, tasgralPasineLtodI. a, coolie ses Method; astkdson Row also a FIN Rpbmn'Amhbd w a Lkwsed Flails, Praleaelle euelllMlr homoLbLtm AYYma1Llrbit iir aima W3!bukoLmmmiklaKaLvm mO■pW1ali 202magrantatilkso amafZ SislmLt a nobw morn 2 TAMco ooesaMdr Vat 28 gat 59f920Qa No Yee MIA +0142.4 Florida Department of Business & Professional Regulation Page I a1 Building Codes and Standards 1012019 Florlds Dapartmerf ofOLokwm & Profenim Regulation Pap l d1 Building Cads and Standards /aoole Product Approval Application Detail Product Approval App1catlon Detail PLMM@bm 99dt Ja bits art biA PeBs✓ma pit Mao version o aiaux contact Bltrotr#Unsling Ye� bL YotifmN SiltomrW fBCAmmrol AI2a13nnd am& 2m bill bit gmLbmia bill ReNelon 2017 Lan.eco, Inc Andrew Carter Jame. L. Such w, P.E. Stews M. Urich, PE 04XISIM18 120182017 04/15=18 0W=i8 Approved mt YAWN ommu nt rMarr BoiaerALlrmes vdmdWil Mob!" OiraflL BDAaoal bound Bin Category: Roping (501) 9626511 PE-31242 (717) 317-8454 Re wo 2017 Floral! Mdd Pro9l9Y Inc. Clark Jones Jonmt L Modest, P.E.Q ked" John RIM we lar4m=7 191052017 10272017 12122017 Approved SubCotegery: Roofing Accessories that are an aoartereill—com Coulter. Aooerp (904) 7044110 COUCK Ertgkmemkq P.E hated Part ofthe Roiling 9Yderrl ara.rgwyt RoaI Adssseorh o thl wo am drI OBnm.lan PE-31242 (5$1) 414.7667 Compliance Method: EvsWden Report pan a taepmal Port d111m Radbp Byelwm FWdo Reglstarod ArchkW w. Lim d Florida CdalPam Maam! EvakmWom Repaatem s Protesslcnsi Engineer Fiords MpldaedAfdaed or a UMneW Fkwits Prabaft Englow .., ' Product Model. Number wMaime S1utlCcAusnhre Product Description Contract Expiration Data Aoorowd for Ug AronoWd W Yes Dead - In wag GouldammZ Resistant pn afaLAl Aft aaaMdAffAR Memo lam 1 Deck-Nr" DA-4 Low Pro", P&AWWAMO plastic, Root Vent 0711l1/1021 No Yes No +9T.6F97.5 WB Eo40nawOrn GUMMKBN*WAOAW lium gobwLkm BAatar min Mechanically Attached to Plywood Deck. 3 3- FIAMCO apudMRV 10 RIMM, VaMBpuot AYmintan RMp Valle for pldlmd MobhtemeYA 122120t>D lie YM NO NIA ftm O rAkonhw K SA& Moat vwdw maBWesiueer ReMsion 2017 All American Shutters and Glass category: 310dten adbcategory: Stamm Peels CompMsms Method: Evaluation Report tom a Florida Registered Architect or a LMxnaed Elands Professional Engineer Zest 1 24ga GWentzed Seel Storm Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail fbmL9L Content Endorses lldnmw take earbied Frank L. 9annardD, PE (561) 712-9982 PE-OWS49 m8mh�apamrkemhutla Product Description rs.cam 24ge Gdvsnized S" Storm Panels pap 1 a 1 I UZI= ante eat Arm AA Wadded ev YH■Md JQMW FBC Approval Appmg Aril Troy t&ahap, P.E. 10/18/2018 ione2ole lorxWola 12H1/2018 Approved (064) 947.OSM Quality Assearanost Approved for Use AwrovedfdrUM A)pO glym Contract Ekalratlln Date aHYHZ SQL Resistant ELtWn 17r312020 Yes Yes Yes N/A Florida Dap ebrirf ofBuainns & Pmf6uiwW ReguWdm pee• i of Building Codes and Standards IAW& Product Approval Application Dlatati Btl� Y go" l go me ulu SmaAr ANOO [AYeene m addo n a1�m11i Ado" 20 � Aalmt mum Flo We 2047 min nRdal CorrporwY amp kfic a uwt Leal, IOC a akdw Aoe, LLC VM= M. Roiled, PE owlafml7 ONDT=17 01110:212017 Approved Calgary: ift"us comp rope (847)11,11114473 (407)081-tg17 nbgoYewy7 Torres ►bass slerrlatiaaYtdW-am Cowo@ ellanob eakribn Rapot ken s Prewar Evakm,_on Field agnikaLbdmk nooLAmrn■a aMMM KYM hMUUtALUE alit gin■ axlAL EMOKUbirdrdn fAimuLambleiaa MIN" Slm■Omum SMYrr Gum 4 rywooe/ivions Veva Mew Cwwmdwpkb 127J1R042 Yee Yes Nn NM Florida Department of Busine s & Profaeional Regulation Buldrg Codes and Standards Product Approval AppkWon Detail pep 1 at tarwls Florida Depsi broom ofBuskaes & PmboW f W RorAd0n Bidding Codes and Standards Product Approval Apptiaatlort Detail pop / a l wwle Florida Deplebrent Of Business & Pm(eaioi Regulation Building Coda and Standards Product Approval Appketion Detag Pass l arl 1Avaols Florida aP• of Codes a & Ptandards Reguilaibn &ildkg Codas and Standards Product Approval Application Detail ►•w 1 a 1 beams, PLemn4M 220 Elf s ate bill 2dLb me bile 6Li wm awk Oaks bit alto 2MLboma pre P3B12-0t fmat Room bill bill 2MLbr a bile nAtiffm bite Oulu bill pre 2MLbl&A gin mt YOAe imuhu rt Smear bmbMLAllonee ididom md6m IWrYW arLawma Amas0 mm ma Yam ibdkd= swore nomoKkLAera I%Ndu Ot gdira Orrald arAMM" Aaemsf mm tan Yam mmmbd nr romr a wdomLLLb aeffltmdfa fAltlrL OrrfLW ZWLANWO among elect me rim WMdoom QNM OIrrMALkm Iddllul.OL )eddlAL Oisltltl akGAmund Amass am Re Was 2017 WTok IndusHa,, wa Davin mw ICC EvokudWt soloist, LLC IOC EvguWm Ae. iwiW2m7 100`122017 102712017 Approved RMWon 2017 WYok kdbklss, kid. owmmd IOC Evdlatlort Seem, LLC IOC EuWm6on$WWI^ tom9=7 IOMVA17 102M7 Approved Rtvbbn =17 WT*kIndusbM, Ira owwwaa ICCEvduAmawvks,LLC ICCEvddmSeMm. 100192017 IWIWM7 102220:1017 Appredd Re wo 2017 Wfok lndUW1@16 Inc. DNOVbd Kx evdatlon SWAM LLC ICC Evduaaon Bwvkt, IWIW017 1011VAIT 10122/2D17 Approved Cwlgar7: sbpdraw Capwws ($14) nt-74W LLC. CMgtey: sb9d,d cw 4wwlta (314) $51.7400 LLC. C Bl. nwM (314) 1-7 CaMatey: Skudwwl Conpwmrdt (314) a61-74a0 LLC. nbttaigory: Tram PMU dwerhomu— (205) as64M ImOCidaven Tyw Pkbo dwarma ew (god) so"m decaso ambcargay: Time pattle Aawlanl.aw ( lgg4lpp dwwlOtri'mm fJd'a) til0�i600 t)0etpmamtM MAmdt Hvakallen Repot sons ComOawes Method: E akrgoo Rspot sours almm Evskeafts R•P•t lam a a" o MMoamoi� Robot aw a Predrrd Eak"o Ell* Pmomd EvMlolm EMIy prouAae Elmkdeu En* aL O&KboruA pro"n BAUKAL&Nkmk gg)g gvdkA� anouLki m ammmmLN.VK NOW 21do gNilAAlmon aumMatgr AmmmoibLun aa" bitl■ RudkA mill A■mmiums A■rondb Lva and alms goo Lob A■mmLA ft A■mLAtbim a" biri WR em*NLRNNIMN Serbia Ulm aYYLIM Bob" G ill! amemLookLoolkwAima EMOOL200rAt SmrsrOrllatlmbite K= aalmLtm ftd r EID Ape Ear■ sAoo■imall aart ammZ Sall■I.mmZ al ■ Grim mmu EM&1200b n s naW bmm oubibaWE allow mrar 2 wis tops. 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Service, LLC Ian Leh, P.E. 04)O 2019 03222019 040OWD19 Appr"d Change Category: Structural Components (253) 924-6476 (808) 839.3208 S1bCoks": Eagineered Lumber Rabat.BOWMnQvreyerna Compliance Msdhod: Evdudon Report from a -a..— Produet Ewlustion Entity ikisLAULIMMAU _ A Approved for Use land DWm ma8 Product M L NtNMw or Nams, Product Description Contract EXDInMM QM2 IamdR SBntlde mmi Resistant Prattville, 1 Moroaam LVL Laminated Veneer Lumber DWI2021 No Y" N/A WA 2 PamOem PSL parallel Strand Lumber 031 l/=I No Yes N/A WA 3 T1mber5osnd LSL Laminated Strand Lumber 03r3l/2021 No Yes NIA WA 4 TJ RIM Board Structural Canpers9e Lumber a Oriented Summed 03131=1 No Yn NIA WA board Rim Board 5 Weyerhaeuser Run Baird Oriented attend Board Rim Board 03I312021 No Yes N/A WA aMadt Product NO", NLUbw or boo 1 AM Strength Cmctete Ltaei. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product bilWrlon 4, 6, 8, and 12 inch wide Indels 0521/2022 Pop t a2 12M0211 msd for Use Approved to Use Mgt glom In H%Q S?sdr HYM Btaimmilt facie Yes Yes NM WA Florida Deprhnwft of Business & Professional Reguiedm pap / a1 Building Codes old Standards laws Product Approval AppkWm Detall F MI74M bide Eller ale are BNKbwm bill ma Yoram sumo M slralr CONEK&Laeme NdMd LOn MIN" adimbf fwA■®r least a" FA wo 2017 CawwdW ConaeY Prodects,lno. Robe GM THUY N. 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