Loading...
HomeMy WebLinkAbout3302 Lytton Hall DrI I ] ABBREVIATIONS AB or A.B. Anchor Bolt FD(or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAID 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 FooU 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 BILK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, 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. Ceding HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KIWall 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 UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical OVP 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 Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. ALL WORK SHALL COMPLY !,w-a _. CODES FLORIDA BUILDINC-7 l( !LING NATIONAL ELECTRit^- ^OCF, AND THE CITY Oi- ZEPHYRHI`LS ORDINANCES OCT j Q ?Q19 I m I m= F*J F+4/�R� 1941 INDEX OF DRAWINGS I 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 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. [�- L 0 0 t4 z N z � z g J C7 � o N z o CZ U lL V% CL W O O hih tN c E N � U m ra 1- 2 '® W ._ c U) �Q Q w � � N D N xiZi Z F. °i� c0 w Wtlllllj d ••• o Q �O All •....••';0� 0, p' E �1fl g1RfO fit To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � Cl) W Z E E o oo � �a2 Q E U U Z _ N ro ro ¢ <p O O wZ • ry C C �o FzyY S NO mg o Z )Z ZfN 8i J �m N <b s Z2 O aU N� WIt C-) 3 �� J o � _ a � °za u3 C o � ^L W ,! M N Q C o N Co ca No... t— � o j d- o I M o L '— ci 00 CM N o M Z Z N E Q N m C d E U -1 Q p JOB NO: 19-5339 SCALE : AS NOTED SHEET NO. CS O A O H.B. S3 EGRESS EGRESS 20,_6s„ -- x -- . O r T -- N PAWY 16"EWP n �Iw �� �s8 2'- - 10'-4" 4° 10,-44„ m 00 2,4" j i I I � FIBERGLASS SURROUND I c2 v AC PAD \ \ I a °° S3 TYP @ 1 STORY _ RANGE: Cq 13 5'- 2„ ct `� oVAI OE C7 I rri °° CAFE � LO 8'-0" CLG. PATIO CARPET o N O N w � ¢ > J U ]III I I ! . OPT. REF. I BEDROOM 8'-0"CLG. CARPET - BEDROOM 3 8 -0 CLG. 2 ' " CARPET I IV"I ti 00 c=no W N O€F z �) b r BEDROOM 4 I � ., 8 -0 CLG. CARPET I =rn 6M O 6 w `"" o ; - T TI ESI Kw/ ISP l��o ,_ „ ILE Q o ���,////// �- - � I D.W. � o o � � - - - C--=-C-------� o -' -- ------ J+ I 5' 4 4'-0" 11-7 1 5068 B.F. 8'-8" 5'-4" 14'-6" 4068 B.F. 7'-6" iv 4'-7" _ R&S o 2668 2668 � IA00 r � N in ------------ R&S -------_ HDR AT 7'-4" I 23'_01„ T-10" 7'-8" 10'-10$" 6" I „ I I A O I ENTRY �' O M N A S3 TYP @ 1 STORY - & FAMILY R M I 9'-4" CLG. I CARPET 4'-0 9'�' C 3068 CC D S3 S3 NOTE: fthISHED I I WALLS TO BE I I FLUSH. VERIFY IN i FIELD. I 10 I I I i 8'-0" CLG. Lo o 2:12 VAULTED CLG. I 5'.4 R.A.G. AHU (4) 2x4 #2 SYP- STUDS W/USP S3 HTT4 @ BASE IIN U will I,x rW,1 I it Q I i - 00 I I I I I I 8'- „ C • G. TILE OPT.D a PT� - - - c G /7 N S3 I 17'-O$" T S D 60"x36" SHOWER ell 1 1 f l �� K`� EDGE OF SLAB 2" BEYOND WALL Ll� 20,_„ I I I I g l I o l I I 1 w 1 I I w I I I I X L7 i I l l I 1 I I I I (4) 2x4 #2 SYP STUDS W/ US P HTT4 @ BASE ERG SURROU R&S ------- HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROOF 2668 7, 8" - -� I o I I I I 21368 5'- " 8' 3 10�� -1 3'-0" rn OCnw A M� I w ' I OWNER'S SUITE 8'-0" CLG. CARPET �� '' W.I.C. 8'-0" CLG. CARPET I �, I I 2 CAR GARAGE 8'-0" CLG. 2'-6" BUILDER TO PROVIDE I I I I I I I I I I I I I I =�jl a 00 TIE O APPLIANCE I I I 5-SH -- r I J PROTECTION CO WHEN REQUIRED N PER FBC ( I T----------- I 0 0 ---_____ -- R&S go T v s H.B.T HEADER SCHEDULE SIZE REMARKS KHEADER (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 71/4" 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 S.H. 13 20 X 38 j 18 } X 371 S.H. 14 20 X 501 184 X 50 S.H. 15 20 X 63 18 4 X 62 j S.H. 16 20X72 184X71 j S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X381 26x371 S.H. 11144 27 4 X 50 j 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 X26 36jX251/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 } X 50 S.H. 25 37 j X 63 36 4 X 621 /2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 S.H. 33 54 X 38 52 } X 37 S.H. 34 54 X 50 52 4 X 50 S.H. 35 54 X 63 52 j X 624 S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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" C.A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 �G 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 +34.0 / -44.8 WALL LEGEND 111111111111111111 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 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 FIRST FLOOR PLAN A � 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: Y4 r=1 '-On (GARAGE / LIVING) 0 0 0 0 z N z � N tJ1 z � Ur U � - O U m rn 2 g Q Om- z W AN: 2XV LU %j p14r317 „. LLI ff' . & :0 ��•'• 0Q',• Nr ��si�JJlJQRO F•. SS\o To the best of the Engineer's knowledge, info"naton and belief, the structural plans and specttications contained witirin these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o CD o w z ce E z� o » �� Q o. E U co ° XU z® oa So �U Z O O N I'- a Q0 ¢ � �d wz ¢ � Wm L `Ux 6 = NO O ZQ z o QW U W c� 3 uLL <o a nw �G _ .9 � 3 W 0 IIIJ o v � =1< >� c C:)0 La > d. ^L W i M 00 CN > O C U CN n� A _ it T c •}� O V 0*)_ d' T I CM o 04 V) �-- r E 00 M M N 0 c :3z N E O a E v _j ¢ o JOB NO : 19-5339 SCALE : AS NOTED SHEET NO. 1.0 2'-84 , CD 2'-84 , MIRROR MIRROR L 0 O 00 00 N IE1 11 Jill III ® � O O 1 O OWNER'S BATH OWNER'S BATH BATH 2 O O f7ILI f M HOODLj / \ 0 N N 60 o Q O 0 0 D O DW o 0 OPT. RANGE r REF. JL 14 KITCHEN ISLAND KITCHEN KITCHEN INTERIOR ELEVATIONS. SCALE: 1 /2"= V-0" H 0 0 z o o z o a v d. N M N _z W p U � Q O w FLn - N c � � o U m w ' w � ~- 8 0 U � � Q Q 01 � M N �p :�S �• O N O W z Z U W W Q1��5+��e��tEP�iftt� a Ca- z rR O F E S�\� fi �Ptttttilil�� 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 - Resideniial 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the Brewing pages bearing Engineer's signature and seal, Ir■ � W M Z M Q y� ZO ce ,OOI Q O. � QO QN 2® z o � go�� � < oz nj z ww N wa a� d i °do wg Z m O z N C �x z�` aw � 3 0� �U W �>i LL FW �o � zla o 3 C C00 D O L LL � N Q co C o o N v c � r I M o rn r M � M N c z O U � Q p a 3 JOB NO: 19-5339 SCALE : AS NOTED SHEET NO. 2.0 H 0 0 z o o z o a v d. N M N _z W p U � Q O w FLn - N c � � o U m w ' w � ~- 8 0 U � � Q Q 01 � M N �p :�S �• O N O W z Z U W W Q1��5+��e��tEP�iftt� a Ca- z rR O F E S�\� fi �Ptttttilil�� 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 - Resideniial 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the Brewing pages bearing Engineer's signature and seal, Ir■ � W M Z M Q y� ZO ce ,OOI Q O. � QO QN 2® z o � go�� � < oz nj z ww N wa a� d i °do wg Z m O z N C �x z�` aw � 3 0� �U W �>i LL FW �o � zla o 3 C C00 D O L LL � N Q co C o o N v c � r I M o rn r M � M N c z O U � Q p a 3 JOB NO: 19-5339 SCALE : AS NOTED SHEET NO. 2.0 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS LIL --- JO�OF7 � 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA fib` �I (TYP) 00 TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F. FL. 12 5� N 12 �5 HEEL — — T.O.M. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. �' (TYP.) zo "? ---F.FL. ---------------------------- — 14'-0" RIDGE VENT 12 �5 FRONT ELEVATION - Al SCALE: 1 /4"=1'-0" 2'-0" RIGHT ELEVATION - Al : 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 Name walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. a 0 0 C13 z N (O z a v J M � N N z � U � C1 4-1 C/i Y U � - 0,1, N c E U 00 w o g '® W c � � Oki N �O o # d r dz fi Z U1 hilt, • � T f,'tlllt To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co Cl) o w Z IJ1.. aoaa® C- O E U N 0- <o oa W¢ UO Zof D N d aoaW a z o W'do W Z �w W2 i cjC xOz U wm o = Z (n N 0wo QW WC (�) U a LL =I� o < >x a za ;3 2 O C nL, W i M 00 > O Q C o N �- m r--. c o O) r T O T M o 04 '— r M 00 M N o z N N i E O ? ca c a 0 _J a o JOB NO: 19-5339 SCALE : AS NOTED SHEET NO. 3.1 c a TnIM oil 12 5� 12 5� 14'-0" RIDGE VENT EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 �5 12 15 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 15'-0" RIDGE VENT REAR ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. -------- — —---------------------------------- — HDRHGT. ----------------------------------------------------------------------------- ---------------- 1'-0" TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS 2'-0" FINISH ON C.M.U. FINISH ON C.M.U. 10 (TYP.) (TYP.) _ co Zo -----------------------------------------------------------------------------------------------------------------------------------------------F.FL. M. SCALE: 1 /4"=1'-0" LEFT ELEVATION - Al 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOIINNG 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 SO. IN. OF NET FREE AREA / SQ. FT. 0 0 0 0 c � "' — z z g J a L z C7 C LL A .— 0 LL, N r~ EE �ln zD � o U 0° E g '® w • _. Of r• Q N .D N N� z J 0U rzi w n g 0. UJ W dyw Jr Z glo�j// o 4 J 11V Q z •••• • i c O "R O F E S S\\\ ///'//'fill 11111► 0��•\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w M M U_ � 4 iv Zi � ym oN ii o E u cc wz ; < 0 X 0 go oa U 4 0 0 z O N a1 ao <o ¢o Mz aZ ¢w �� L f6 i -8 m0 � o >Z z z N J 3 cam �Z W a�i a U 3 g .i x Z 0. K O _A a amp a H 0. 0 �o 0 > d' ^L1 W i M 00 N IZ CD Q C o N m CO T O _ T O LO r M o cM rn r E N C')z Z C E Q 0 U J Q 0 J JOB NO: 19-5339 SCALE : AS NOTED SHEET NO. 3.2 I — — — - — iI L1 111 110 -- I -- ,e_y IL�� � iw 2" 1" 2" iv "NOTE: FOAM TO BE USED ONLY WHEN il VARIES ^ 1'-10° 12' 1" RADIUS 3 1/2" RADIUS CAP 1/2" RADIUS T C4 CAP iv = REQUIRED BY COMMUNITY - '-IN ^ 3/4" RADIUS a 1'- " _ilv iv 0 = CO SPECS. IF NOT, 1" 2" OPENING VARIES 2" �2. iv � DETAIL TO BE 1" 1" `� BUILT W/ STUCCO. 1/2" RADIUS �VARI��ESv cal EDGE OF 1" 4" ^iN 1 _01 1" OPENING VARIES 1 � _ cn = iy 22" 1 VARIES 12, VARIES .iN T 1 1/2" RADIUS 4" r`Hv 4 „ `7�t"" c� - �� v 2" - � 2 1/2" RADIUS in �- CO `° �� VARIES 12 3s" 11" 32" 14 iv T 3, BASE • BASE allV_$" N 12" *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN a 19 T ZDE REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 1" � DETAIL TO BE 2' 2" BUILT W/ STUCCO. EDGE OF �s--- I�t l • OPENING ' q 1-1/2" THICK 1-1/2" THICK 1 p11 CV L, 2j I 1 GV =v T � Y i (D IN Mha I aye•,• 4 2 N 2" 4„ 3" 6" LLI Q I LU Q 1-1/2" THICK �4„ _ _ 2'�" 1 51, 52,E 1'-10" 4" 'v = IN 1104 54" 1'-4„ 3„ _ ,ySV •. l� 41 12" o i1M-i�l- VARIES VARIES 2" N LU I r r •I VARIES VARIES 4 8" 1„ r �� _________ N iiv I ZD �a ' 2 6" 4" <V (V KEYSTONE F11 0 OPTIONAL KEYSTONE F11 00 OPTIONAL iD i R6 2' 44� io R44, 3" LT' 4" 2 4 GARAGE DR. OPENING 4 " „ 4 WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14. 1''s4" 14, 12" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12"" T-8" 1" 4" T-0" 4" 10" 1'-4" 10" 0 iv f2" = _ � co = ir7 CV 1 CN CID T fV CV OP • M M T �Sta 1 " Rp % 1 U 1" N� _ C� - GENERAL NOTES: o T • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) I I • ACRYLIC SAND FINISH a 0 CD 2 z N Sj z g Q a o M N z � o � l r,V) Y ua V C) a O w f N c E �N � o U m s '® w I = = - Iu • p Q o N gg 7t Z y LL o Q W w U) n a _ e.cuz a W Z •�� m m W Q < N o U F ❑ ❑ O O N CM ti 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. z ch o �d —j U- E wo ' » a� Q 0 E U W a� ?® w¢ 73 ,0 g Z N � i a y2oo ww M0 C Zz z w �Z N0 <U o W a3 3 �0 LL �w O o Z <a w1. 2 r �O of a L c O W .! M N /1 t,L � O in t\ Ca f C V 0 T M o 26 r E 00 M c M N Z Z pW M c d U Q p JOB NO: 19-5339 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) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" 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, 406.11 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 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER vvP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH 3 THREE-WAY SWITCH 14 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 0 EXHAUST FAN ` twt EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) i9 PUSH BUTTON SWITCH (OPTIONAL) I�U'i7�3K•atlx�� INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 01 s14 copper to lights & outlets NEMA 00 AMP t 200 A00 p12 copper to 20 amp clds 11 tl10-2 copper to WH R10.3 copper to Dryer METER M71 N T 0 or 4/0 SER Alu 200 amp 150 amp IT 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 DISC. GFI H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn omn cmmrl PUSH BUTTON SWITCH - DOOR BELL i SD SMOKE DETECTOR I I 0 CO CARBON MONOXIDE DETECTOR f jIll ji I W H VERIFY LOCATION ----- -----J ELECTRICAL PANEL CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) RECEPT. USB TELEPHONE/USB (OPTIONAL) FOR ALARM VERIFY METER SYSTEM LOCATION WITH TELEVISION (OPTIONAL) BUILDER ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT g 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 89 (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" O 0 0 z N t0 zCD Q — M ) z X VJ Y 0 0_'V)"' ec N 2 U co ® ty iA ~ O $ U o • or 48— S2 w z — a A R �LU Z N Z ti N W [— ❑ ❑ a� 0 N fM 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CID o CI),z a W Q a E Wo $R a (O ni H r0 — f0 x� a� VO gU Z 0 O N L $ 4+ M o - < .0 O� Z Q) m a° aw Fz a W +Z U�0 w LL IIIIIIIII' O CCC) < "'� 0: 0 0 a = �Z zlc o3 C O 0 AL1 W i . tt� M N ,.1 LtL > O 0 o N m r 7 O � T^ 11- T O L r I M o � '- E ch 00 M N z° Z E B c a. U Q p JOB NO: 19-5339 SCALE : AS NOTED SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SO. 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 SElev (See ) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) "NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Y4"=l'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. a 0 0 z C14" z g a - J M � N M WV1z C1 t'6 W U � - OLU to ry E N � o U M ~_ o g • ._ d c C/)co Q � a �Q N D N v� N Z W „ .qqM...yy�, � o w ILA W �,ppQ i F1. R''OFESS,O�, �l�fftft((tEEEtlI��\.� 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. t0 C1.1 z O w Q --I E c U o E 0 O 0 oa Z N ram+ L O ao do Ezi aw mg z ro NJ C Y O Zz 2 WC�0 J O oI Z aZ _OD O co a ¢R OD x ila 3 C C:)O L ,! M N .� LL. > O Q o N it T V O _ O I M o 04 LO r ,- CV)E C N °' z z E p m d U JOB NO: 19-5339 SCALE : AS NOTED SHEET NO. 5.0 C C 5,4„ ill '-91" 3'- 5'-0„ T-0" H.B+ A TYP @ 1 STORY S3 U.N.O. 2'-10?•J" . 5'-11 ■ ■ ■ ■ ■ ■ ■- '■ ■ ■- -■ ....—•—•—•—•—•—•— •— •r •— •— •— •— •— •— •— •— •— •— •— •— •— •— •— ••— •— .— ■ ■ ■ ■ • O t —. �.�.�.�.� 1— T I'I— �� i I v c "' ' I O0'-011 s I I -3 SINK /_DI_SP_ oo `n --- ��-_ D.W. I II Y A CIA S'S o �- L - - - CHASE TO ISLAND �� — " o I I TYP@ 1 — — 4 ---- ---------===-3=�e; :: I! STORY U.N.O. STEPS AS PROVIDE 1 Y RECESS CJ L _ _ _ _ _ _ _ _ _ _ _ _ J CJ OPT. ; ; -r- eJ CJ ; FOR SGD. REFER TO KITCHEN ISLAND REF. ; :: : • • CJ -}�-1 ; ■ ; REQUIRED : ; PER FIELD I MASON'S SLOPE FOR LOW WALLS q CONQIT,JONS ; WIDTH : '12-10" 16'-10" I \ � � � INDICATES FILLED CELL w/ 3000 PSI \ .. ......... ... ..... ... . . . .. I CONIC. GROUT FROM FT. TO BEAM I HVAC CHASE I """"""" "" ' "" " " " " " " " " " " " " so.-O., .........�. . .. " " " " ■ .. ..... ............ ......... ■ ■ ■ ' ■ 4'-0" 4' 4" 4'-6" W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON TOP OF CONCJ PAVER T BE4' TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED PROVIDE Y2" x 9" W/ 25" EXT. ABOVE SLAB "GRADE 40 RECESS FOR FRT. SLOPE POOR ih STEEL" I \ 2,-6„x2,--(T„X1'-0" FTG in L t t \ 25'-10�" 9'-5 W/ 3 #5 E.W. 2s � � 1 O 4,�„ LO 00 60 - -�-I- - - - --� �I� ■ q A TS3 —1 v - °0 TYP @ 1 STORY S3 S3 CC I '- U.N.O. (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" I 1 7ri 1 A I VERTICALS w/ in FILLED CELL W/ (3) #5'S E.W. 2'-6"x2'-6"X1'-0"C=n b I W/ (3) #5 E.W. S3 m I OPT. D PT. I 1 -3 1/2" SLOPE I - 100 S-3" 1'-10„ T-6 I O I I ,`- ; ■ : — cJ CJ 9 IT I 3-1/2" MIN 3000 PSI CONC. 2'-74" 6'-5" T-2" SLAB FOR HERNANDO I COUNTY ONLY I J 0o 3-1/2" MIN 2500 PSI CONIC N K S3 I SLAB OVER 6 MIL VISQUEEN T I VAPOR BARRIER 35'4- • •IA 20'-6" ' ■ : I I 1 ; ; I BUILDER TO PROVIDE 1 (2) #5 REBAR I 10'-0" APPLIANCE EIRTICALS w/ in 4'-0 12'-1" O PROTECTION FILLED CELL ; : -'O(WH• I WHEN REQUIRED L----------I- PER FBC --- — -- ---------J' — -- — +-- ------J .1 -T .. ........... eo Q V %1 10 0 0 M 0 N A H.B.+ S3 TYP @ 1 STORY ,,_a,. 5'_7;" 6'-4k U.N.O. r,,-n„ I r,,-n„ I r,,-n„ I r.,-n„ 1 r,,-n„ I 5'-2k" 1 T-1j„ FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN.- FOUNDATION PLAN w a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. IRIZ. REBAR, TYP. 4.0. Iternate: i reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 0 0 0 (D R (D N Z pQz ((yD a � J C7 C? d N N z W �4—JLU N y O Uj c � � o c � � s• Q Q o C0 S N+ N NN LU W —� ° tl i�t �' aW �ROFES5\0��` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CD MZ M 4 W ce E = o Q (D _ wi U Ago oa SO O Z O E o N a p <� O do x Z wz r� rp C z x m� O iz Z J <b 01 gO U W -) 3 �w C O O La ^L1 W i ._ M 00 T(1) > N O o N Da.. - CO ca r 70 O I Co O N LO T T ai 00 M CV c E EN ' O 42) Z a E U -1 a p JOB NO: 19-5339 SCALE : AS NOTED SHEET NO. 6.0 � I I V� UPLIFT CONNECTION CROSS-REFERENCE 7/29/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META201 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 110 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH.118 1061.1/2 HTT4 2715 518" ANCH.120 10dxl-1/2 J HTT5 4350 3740 518" ANCH. 126 10dx1.1/2" HTT5 3225 518"ANCH.128)10dxl-112 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7l8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 116511070 ** 1005/915 ** 8 -10d x W JUS26 1115/1060** — 8 -10d P HUS96 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-112" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" 585 535 10 -10d SPT22 685 8 - 1 d J]ISP2L 1065 605 12-10d SPT24 1030 12-10d 645 5 5 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) IT11 (6)1 11 6) (A) ) (+ i OR ;PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6'0 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (""). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �y Cq�R�ER 1 02Rx CONT INTERSECTIONS. SPLICING LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. SCALE: : a 0 0 0 UI M z N z z g (D Q N z o (1) (D 4-JL w U � - 0 w (A c -� f- U m r— m E O $ '® w = -_U) U N m • ri Q c Q s N O W z 4 iL 9!c w Z oa �i3 tg III�IIII���I ` (i C� k� I �A`''xrr� R 4"? O F E 5\0� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Oco M= w —J L.L E g z� �rn �� Q a O E V CU w `s_o U ZO oa U6 Z N<o Lxdo OW wz ro U) m� O Z �Z (Nq O O a z S2w MJ 00 �LL Z ` �X ;0, a cfl W zd% oou 3 c O 0 .y i ._ M 00 N .-. I,L > O ca T C � O T O T r M o M r ci E CM N :3 N y t\ c z z E O E v c a U Q p 3 JOB NO: 19-5339 SCALE : AS NOTED SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� • 0 Safe verticalloci Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS [k E M __V_J__ M_ 8F44 1 B/ 1 T 8F40 1 B/ 1 T 8RF40OB/1T 8F321B/1T FORM dt GROUT SOLID ' J #5 BAR CONT. 8F12-1 B/1 T 0 "V" LINTEL DETAIL SCALE = N.T.S. E € TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8 F 16— B/ 1 T a Lh Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c pr"i�' �Tecas intels = 3500 psi. 2, fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 30DO psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMk) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL 0 a a ° .M.U. #5 REBAR AT TOP ° • ° GROUT MIN. (1) REQ'D ° Q 1-1/2" CLEAR D D ° ° �o Q 4 REBAR AT = S2S2 y w BOTTOM OF a.a. Z w y y a LINTELCAVITY U \ n `A OTTOM DIrUOZ ` REINFORCING PROVIDED IN LINTEL < a C7 Z O W N ¢ •' a 31 � y 9 it R n D /� D 1 #5 REBAR AT BOTTC Q° �, Q° AS INDICATED T5/8"ACTUAL NOMINAL WIDTH (VARIES) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementttiuos coating. See contractor specifications 4'-6" LL 4'-6" LL OF 5'-10" LL O LINTEL PLAN SCALE: Y4'=V-0" O Cal 0 0 U 2 Z N Z Z Q v (D o �N LU U Owe Ln c U CO F E '® W S U C 1 Offit • Q rn $ N O — N 10 > , o Z, W `•` a ti • �` /I(� oCal � V� •T `.• . ' •• ElN(Ettt1F�1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o co M z� o w 7d Q � E io w >rn __® Z � 8 (O C L7 cl � <0 Kr oa 00 0M 0� r� z mZ � N C 15 VJ J �jY 4b ZLL QW �z $� o Z. gLL co CO ow >x �E za 03 C O O nL W ,! CM X 00 N �-. (L) > O Q C o N CL m ca v r c O � _ T I M 04 N L O E M CM 0) M N N y 0 C A E O v 1 a o 1 _J JOB NO : 19-5339 SCALE : AS NOTED SHEET NO. 8.0 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 PRODUCED FOR RESIDENTIAL OR GENERAL R 1 T 2 HR MATED COPPER ARSENATE CCA-C WILL NO LONGERBE AS OF DECEMBE 3 S 003 C O E CREATED T REPLACE CA-C. MANY OF THE NEW CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN C E 0 C T I THE RE PONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. I S E 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. LOWERED 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 34NCH(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)z INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 51TMS 402-16 & ACI 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 ed. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 13.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2 1.1. NIT WEIGHT F SOIL COMPACTED U 0 120 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. 3.2. 2 ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615I 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: C4-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3112" MIN. THICKNESS W1 MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32' EXP 1 OR 7116 STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4, 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least T-0" away from the building side walls. 3. Irrigation/Tflsnkler systems includingg all risers and spray heads shall not be installed wRhin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete ove and mortar along the foundation perimeter must be removed be ore exteno S l treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior verb I chemical barrier, must be install d after construction Is complete, including Icaandscaping and Irrigation. Any soi disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 56 SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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. 0 0 N f7 z z Z g J ClE3d N � 4JN �z +_j C_/3� ft3 ,.. OW N c E U 00 '® ,.. � � r• Q c Q � S� N_ N Z W cTioN D w z ��' � Z= Q w o U W `�'- y � ' z am�LL W CLU, V a,t,llzfFE6Pi�+ r� N dif D•.C7 _ < i o!ltltt t N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. m M W zM LL E � o° �® Q E U (Q �o ? XO U �� oa WST gz Z 0 E N y0 a$ iU 2 ¢L4 d io C -o �i o& <CZ Z Z t� J �p 0 �0 U a W d C i w LL �_ NW J � o O � 5 �o 'a x oo3 c 0 0 nL1 W .! M N I.L o > 0 Q^ o Cno N `i r C � o 0 _ 0 T i M p N LO 1_ T E 00 M � Cl) N Z E C)N Z a m 0 _j Q o JOB NO: 19-5339 SCALE : AS NOTED SHEET NO. SN IGARAGE CORNER OF HOME SIDE car w J Co ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + .... + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + -0" (TYP.) 6'-0" + + + 6'-0° + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + c + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + ++ +++ ++++++++ + — 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (uft) 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 0.2801NCH 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 ----I FILL CELL STD, 90° HOOK BOND BEAM O�7 Cr w CONT. #5 ¢ STD.90° 17 BAR >I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW I FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max )Small gap 4 Max. 4� Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or OF THE JOIST ASA REQUIRED LEAVING Ya" GAP TOP sides b 6". - Hangers with side nailing. @ Y- Hpflang ofjoidesnotcontaining t. WEB STIFFENER DOUBLE JOIST CONNECTION topflanguthcuts. - Birdsmouth cuts. N.T.S. Under 2nd floor cniumn w/ lnadc N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of highJor--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G 000 STUB -OUT FOR 1'_0�� cLO o 0 GAS METER 0 o e � U O o 04 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-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. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. QT/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series De th ! End Intermediate BCI5000s 9-1/2" 11-7/88" 2-8d 2-8d 2-8d 3-8d 114 2-8d 5 BC16000s® BCI 6500s® 9-1/2" 11-7/8"' 2-8d 2_8d 1 2-8d ' 3-8d 14" 2-8d 5 8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-W 3-8d 14" 2-8d 5-8d 16" 2-8d i 6-8d BCI90s® 11-7/8" 3-16d' 3-16d 14 5-16d 5-16d 16" 6 16d 6-16d SIMPS( w/(22) NAILS 1 5/8" � THRU BOLT SIMPS( w/(22)• NAILS 1 R TRUSS OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist rWhen joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -star king walls require additional consideration.- . • ■ • , • 6,A 1Y2" ROUND HOLE MAY 6„ 6,r DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN %?" 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 1Yz" 8 V-0" 1'-1" 1'-2" 1'-2" 1'-3" V-3" V-7" 1'-11" 74" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" V-1" 1'-2" 1'-2" 1'-3" 1'-9" 2'4" 2'-11" 3'-7" 4'-2" 4'-9" 5' 4" S pan (ft) 16 V-0" VA" 1'-2" 1'-2" V-7" 7-5" 3'-2" 3'-10" 4'-9" V-7" 6'4" 7'-2" 20 V-0" V-1 " 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" &A 1" W-11 " 7'-11 " 8'-11 " 24 V-0" V-1" 1'-2" V-3" 2'-5" 3%7" 4'-9" W-10" 7'-2" 8'-4" 9'-6" _9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 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 %" 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. 0 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.) Nail with 10-10d nails. Install to top flange. SLEEVE THRU STEM • ' ' .. SEE PLAN FOR •• a . • '.; FOUNDATION INFO ' • d' 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. V /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 �— REINF. SEE PLAN II— • a 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 TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE `PVC OR SCH40 SLEEVE / p r— LUMBING LINE 1 \a 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 aa. ° / ev G v a a a v e .Q SEE FND. PLN. SIZE & REINF. 0 0 O c9 V z z z g J M a 131 _0 �4-J VJ y a ., (Dv) c kJ1 � U 00 e �$ o '® w = n �Qs ® Ig o N N LU pa i > C Li-O -6 z"o. �$Z5 LL W3 UU1 ;R * 1 GIN �, '• <6 �� N'• �� •�• O c7 0 . F St0 �\ rrrrttttttt``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. co M w Z M U_ i a zo oo � �® Q E � ro — x8U &8 oa so az Z o E N fu a; to gff o <a 0z 'w m� M N C - us8(J � o ZK Z N J a. s o Q W. 2i �3 CL U 10 LL aZ �k Mill g w co . zla o 3 C o > d' nL' W N Q Q C o N CL A^l1 m I� r" 0 _ d' J L() r I M 04 N 00 M r E M M N N z o� E iri = d U -1 Q JOB NO : 19-5339 SCALE : AS NOTED SHEET NO. SN 1 - - — — J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 1Z P VARIES / (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ° (2) LAYERS TYPE I OR TYPE II e (#15 OR #30) UNDERLAYMENT °' c FOR ROOF PITCH 4:12 OR LESS. - T PRE ENGINEERED WOOD - TRUSS @ 24" O.C. U.N.O. - HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8" - - - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" S3 ELEV. VARIES INFORMATION. 5/8" OR11/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM DRIP EDGE LUMINUM FASCIA 12" N.O. Zx SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB ch AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W16X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE C 1 = Z_ � ch �'' I 0 - 00 6 MIL VAPOR ° z r BARRIER ; 1 D T COMP. SOIL. I ° (COMPACTED TO 95% - MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION fleA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS PAVERS � z • 4" 00 I : T SEE A/S3 OR J/S6 FOR REINF. INFO. I I 3" MIN. CLEARANCE 1' " (1 STOR) ) / V-8" (1 STORY wl DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE " �r 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 (U.N.O 1(O HIGH STRENGTH GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"&'x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS �l SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 318" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 19KOR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL I ° A.F.F.\IF O.C.) 211 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" c7 r31/2" MIN. p .�31/2"MIN. ° "ZLEV-0-31/2a 4a ° ° a E 4 2x4 CONT° ° ..F. °° a x ° 1/2(min) ° TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 \ WWF OR FIBERMESH s JJ 1/2"(min.)-4" ° 4a 0 = _ �I = 0. GARAGE DEPTH VARIES 31/2"(min. -4" _ - - 31/2"(min.) -4" - - ° ^ ° - — ° ° - (2) #5 CONT. 4" 1'.4" 8" (2) #5 CONT. 4" '4 8° U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALL C TYPICAL BEARING WALL @ STEPrCC SCALE: 3/4 -1'-0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 CU SAC Jose( 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ens fiEo NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C J M N��o s LOAD BEARING OR INSULATION PER FBC AND ENERGY ��oN� (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: FOR WALL HGT. s 8'-6". (2) 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING 3rd PTS @ #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR WALL SEE GG/S3) (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 500#, MIN. TENSION 2600# ) *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20^ MIN. LAP [24"MIN. LAP] #5 REINFORCING BOLTS 6 MAX FROM E 6 x 6 W1.4 x W1.4 (10)10d NAILS �„ 2x P.T. PLATE FIBERMESHW.w/ WEEP SCREED INSTALLED BAR W END OF 2" x PLATE WWF OR FIBERMESH T TYP. r ASSUMED FINISHED ._ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w , ° ° 11 ' ' GRADE E �., ° ° z #3 & #4 LAP SPLICE GRADE 4o MIN. Fy= 40ksi a r e . °• c MONO OR STEMWALL ° z ° '•' C a °' • _ FINISH GRADE O° � 25"MIN. LAP [30" MIN. LAP) [GRADE 60 MIN. Fy= 60ksi] a I p . • - T - r FOOTING MONO SHOWN D u °O °r° w ° I FOR CLARITY ° D D _ 1=III=1 1= I=III=11 =i 6 MIL VAPOR BARRIER A. #5 REINFORCING BAR R 1 7/8° � I II - p D °0 N z - - - _ D ° ? -III-III-III-III-III—II � • #5 LAP SPLICE (2) #5 CONT.- NOTE: g *FOR BEARING WALL ° ° D 1=III=III=III=III= 11- N I=i 11=III= (=III=III= I '' ° ° COMP. SOIL. (COMPACTED TO - 36" MIN. LAP [36"MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1'-4" 8° W/ UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM 10" I I I=1 I=1 I=1 I=1 I=1=1=1 D1557) -III-1 = =III=1 I =III=III=III=III-III= I-III=III=1 i -1 T�- 4" V-4" #6 REINFORCING BAR #5 STD. 90 HCJOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL rE SCALE: 3/4"=V-0" S3 REBAR DETAILS SCALE: N.T.S. rF S3 WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 SEE PLAN 1 1 RECESS FOR 6 x 6 W1.4 x 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN S.G.. D. (U.N.O.) WWF OR FIBERMESH min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° " a `v GRADESEE AT 24" O.C. MAX. PLAN FOR CONNECTION INFO - M ° . 00 •�� jk"" TOP OF BEAM & LAYOUT DESIGN •. _ (1) #5 REBAR w/ OPT. SEE ROOF PLAN - ° a' ; ° a ° FM i�EN f,IVCLOSURE (2) HTS20 FOR STRUCTURAL - T € - I BEAM SIZE & ;+ 4' !4CONNECTION INFO '- - ° A MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' M (V a w 4" . T SEE A/S3 OR J/S6 I , FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0 • CONT. BEAD SEALANT 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 O T 00 E _ N 1=1I1— 1=_= 1=I M 17 6 MIL VAPOR BARRIER - - 1L 1L -III-III-1 11= I- 111 ,,111 ,111 IIIII,; 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 i I --2x4 PT. I 2x4 #2 SYP P.T. FRAMING w/ lo PLATE i „ SEE A/S3/J/S6 " ins" MIN 7/16 O.S.B. SHEATHING 8 O.s.6. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION tt i w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION j � J 6x6 P.T. #2 SYP SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1l4"x3" TAPCONS AT 8" q MASONRY WALL AND GARAGE COLUMN TO PORCH SILL 0 C PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ., W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD :. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `Q ' ON FLOOR PLAN SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT = w/ MIN. (2) #5 VERTICALS - Z M C FILLED SOLID (SEE PLAN FOR a �I 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) p = ; I I I=III ° a °• I- I I=1 I I=1' WWF OR FIBERMESH r `" Z o ~O LU 1=1 11=1 III= I III=III=I =I w ° a BRICK PAVERS or SLAB PER w 00 = =III=I • • °• Z - -0 = z ¢ v 0' 0" FIN FLR / COMMUNITY SPECS " -- 14_-_ - - FI[— -- "' ¢ >p✓j�•p 1 1 p>i�i.? . .• -I -III-I 1=III-III I I -III-III--- w -III I 19 I I=1 I F1 I I-i 111=III=1 I I-' FOOTING ; �I 11=1 11=1II�--�I 11 ,I 1=1 11=1 11 BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILK`�N� SCALE: N.T.S. S3 a 0 0 0 Z N t0 z g a - J r- C, N )V)tl z 4 0 w (n t~ E ru U m '® w o z• = c in Q W s N N yy o a H LL� L, w w us CID �z a W f�, m z ZQto 42 sm �o i `/f z '4I Nl LLM Lai 5 '•, O /'tlltllllll\ 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. co M W Z U- E"o o 1� ? X O oa 0 UU ZO �Z m0 c j Cx oLL Z Z N J 22S ab ~OU �0 CL 0 - Wa S3 � o CO << 5 �o x 0 st v 3 O 2O ^L' W ,! CM N Q c o N m 2 r C � o 0) O I M c N r T ui M � CV) N c t6 Z O H E y M m a E w U 0 Q p C J JOB NO: 19-5339 SCALE : AS NOTED SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA, EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)— 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (1YP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D BLOCKING @ MID POINT��2x .++ STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX 1--//, ;t 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.) �—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. St� 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) 4 5 FOR CONCRETE PLACEMENT 7 ■._r .....•■ —II" Ull NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 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 BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J > r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END 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. d d e ° 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. sFF �Ow N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ot VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. 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 rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 1 (4) (2) (4) (2) LSTA30 --- FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 \--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 O,q SIMPSON HTT4 TYP. Op 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 aE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIM SON SP2 w/ (12)10d NAILIS 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" BLOCKING ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = _ _ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB ell (24" O.C. MAX) w/ MIN. 4" EMBEDMENTLIN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL WI STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. S PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z wl (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 4&. SPLICE STAGGERED • N. C,' O 10d @ 8" O/C SIMPSON SP4 2X TOP PLATE /— OVERLAPPING / ATTACH ALL J EXTERIOR STUDS W/ (4 16d 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 �7 SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR - ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECESS SP4 SP4 SIMPSON SP4 a SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS S f�PSON SP4 LINTEL FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE-// V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. (7N)l BEARING WOOD FRAME WALL � 4 SCALE: N.T.S. ��4� 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) °o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1l4" x 1 1/2"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215# SPF) 0000 ° • HDU4-SDS2.5 wl (10)114" x 21/2"SDS (3285# SPF) _ • HDUS-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 2112"SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2"SDS (6865# SPF) • 5!8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/WASHER &NUT G • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & - NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. • MIN. 8" EMBEDMENT w/ WASHER &NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT w/WASHER &NUT HTT / HDU TENSION TIE rN SCALE: NTS ��4� ROOF TRUSS ABOVE 2X BLOCKING —10d NAILS @ 6" STAGGERED io I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE e I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 - a a 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON 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 SCALE: N.T.S. a CO 0 0 z N f7 z g J C� (Z N N zC1QJ LL _U !� WLU U ! O LL, 0t� rz �N f 13 �- W Co�® B _ S� N N 0 � o 2 M C W Q .3H o .4 a . ILL W — _I LL z in 1 /j//, S N ¢ p . . J Ok Q C)•q 2 A•, -; R O F E S SNO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9 o Mz w z I a E O Z O j 2 > m �R Q O E U O� ao K V oa U0 O Z to N E �¢� �o WZ�Z 8 j yd% L Q . W i o zC - � Ui J .8U NO <w Zz <W �Z 33 U W Q 3 �0 LL a N� o CO �z w 6 >_ a F id ;3 c 0 0 > d' ^L W i M �y 00 N IZ (D Q C i o N ca cc d- c � ._.I T I CYi p C'4 LOO r T— C')m M N 0 E Z r_ N E C:)N Z = a .. v 0 Q o JOB NO: 19-5339 SCALE : AS NOTED SHEET NO. S4 • n r U SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () Od x NAILING SCHEDULE FOR 2"x4" 1 Od x 1 12" AT EA. SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) OUTLOOKER SP6 FOR 2x6 WALL USE 10d 1 12" AT EA TOP CHORD @ 24" O.C. BLOCKING FOR FIRST FOUR NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL AND NAILING SCHEDULE 24" O.C. @ OR SHEATHING DETAIL TOP CORD BLOCKING ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" O/C. EXTEND AT LEAST 90% OF AT LEAST 90% OF WEB MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT " LENGTH (SEE TABLE) EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) i 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS 6" O.C. EDGES @ GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" ATTACHED SNAILS THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 6 1 NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ w/ GE EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 7' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTIONEMBEDMENT O.C. MAX) T MIN. 4" IN KO BLOCK ri GABLE WEBSECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. Srj TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS SP8 FOR 2x8 WALL) 2) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24° TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1Od & (2)1Od RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAI NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL k2x4'7" BLOCKING, FASTEN WITH M ON TOP OF PANEL SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SS SCALE: N.T.S. SS () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J N SEE STRUCTURAL OUTLOOKER F@ 24" O/C ON SHEET S5 FOR NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `� ;000 SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 1/ „. 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES �° 00 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND •2x4 RAT RUN BRACING " EACH JOINT W/ (2) AT LEAST 90% o OF WEB AT 24 O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d `jur 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) Em ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 TOP BLOCKINNG, FASTEN WITH 2x4 BLOCKING W/ _ .. 3) EACH 30d COMMON NAIL MAYBE 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 BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION K'9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" O/C 2"x4 TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"� SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 5 S5 6 S5 It 11 ill• �I \- CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES S5 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w J-1 \—BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. M 1111111 rr ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-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 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r-GABLE TRUSS 1-­CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Uj 0� Cr CORNER JACK C Y 11 U cr w z O U HIP FRAMING REFERENCE PLAN E S5 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 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 a CO 0 i z_ M � N M z g Q= J M � N Z0 v,l a)T W Y L LL, o Q 00 N c �2r— o U C° mrn � 2E i w Q �Q so N N I o� I yy oN � z Z W � J II W W = Q QN LL" c y it LULU > � � a g; :9 L Z .syora� o 0 a N�1�111!ll,l ZLIL LU ZZ- - —� 0 ; ...••. kOFESS1O �� \ 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. co o W Q U_ E Q I✓ CJ z o �0 ¢ 6 � » Z® w I_ x� 0o zof o N az�z <= o �Z2z ww ¢� m0 z N c Q� pY U hm OLL Z Q W c22 J N a°„ oa w� zz aO .'z'a W 3 �G o CD. Wz < <a ti� = moo' aF �1 oa za O o3 C O CD L W ,!00 M oo-*.% I.L (D N 0 .2! ^ L L N nQ li m 1 � 2 r0) c � �--• O LO r � � cN r ai z N "i n o z C O H E .d a. C a U Q p JOB NO : 19-5339 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN.N APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" x 3-1/4" LONG X 3/16"� FURRING 3l16"� X 3" LONG FURRING ROWS 3/16" x TAPCONS FURRING #5 REBAR ` AN AND NAILED W/ 8d COMMON I 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO T TAPCON @ 16" .C. & 4" O.C.& STAGGERED @ 16" 2X8 (TMP) ` BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL ` `5`r D. 90° HOOK (TYP.) STD. 90" 2x BAND JOIST W/ FACE NAIL 10d 2 TOP & JOIST TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON 16" °� DOOR JAMB REFER 1 x4 P.T. ( TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4" DRYWALL EACH END W/ MIN DOOR JAMB (REFER*2'E TO PRODUCT LAP SHEATHING TO BOTTOM OF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" JOIST TYPICAL APPROVAL FOR CO x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 40 — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ FURRING Fil NOTC @FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. 2x8 P.T. ATTACH SECOND PLY w/ '±2° ` w/ (4)1/4xl 1/2" SDS SCREWS P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x � ` INTO BAND JOIST & (4)1/4"x2 314" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1 /41' DETAIL ±5" NOTCH WEB AT THE FIRST 2 COURSES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS 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_q UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1l4"MIN. =1610 # FOR 2 STRAPS FILL 1St 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 1 X 4 FURRING T SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS R BLOCK HEADER ARCH BLKG. & BUCKit SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS = 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d ;. 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"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 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. AT EA. END RETROFIT TRUSS DETAIL OVERRAN .. ` ;:..:'A :'1 N.T.S. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER �, 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. ARCH DETAIL i . 4' MAXRAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ x 0FRygH TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + ��O ,- „ ,- „ 5 � SCALE: N.T.S. SS 12 + + rN PLYWOOD SHEATHING JACK TRUSS PROVIDED BY TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + 09,LfINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED o o AV EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° /4' MAX 2-0 8 " " TRUSS + SOFFIT + � o p #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS H2.5q �N10 + + 10„ a � ° CENTERED W/ g H o BLKG. &BUCK 2X6 TO 2X4 ( ) 2X4 SYP . o ° � IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS _ _ o rg KNOCKOUT / i.t CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR ' p MONO FOOTING VERT. BRACES WHEN HGT. OF BRACE EXCEEDS E TAPCON AT EA. SIDE BUCK - (1) WITHIN 4 12d NAILS JACK TRUSS PROVIDED BY SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 _ Ell 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ARCH #2 SYP @ 24" O.C. 4'-0" MAX PLAN ENTER SO IT CLEAN FILL DIRT BUILT UP PLWD. BUCK - E PRECAST LINTEL ° °FSTANDARD N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o #5 BAR IN HOOK TO FIT ARCH CONNECT W/ OF ARC. IF TRUSSES USED) W/ (2) #6 X 4'/? WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4'MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" e, INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. •: �• \ o n' a• o o •' �• o a "' �• ` a •' �• ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION n ENTRY L SECTION n ROOF EXTENSION M STEMWALL FOOTING SIZE AND B-13 MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-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 MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP 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 LOCK T MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER BLOCK I ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 211) COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS ANCHOR PER 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" } #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" COVER EPDXIED w/ SIMPSON o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'-0" F.F. EPDXY MIN. 6" EMBEDMENT &` FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE LL' LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O U NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL A REINFORCING AS FOLLOWS: I — Q * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT I a g * PRESS PANEL REINFORCING INTO PLACE. U z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ o' P ¢ EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. ° ° LO FILLED CELL DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE >. n `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p . : ° O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M V REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. _ Z g o ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ` `a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ P (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"-1-0" SCALE: 3/4„= 1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. a 0 0 O z z N z II Wvld i-J W U � - Ow N c EE �N = of U 00 w o =�= CM --r N r � � r� rS V Lzl t'•1`" Z p LL 419 • io •. (i o' • © .8 V OF /Rf lI I1111% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. c o LL z0 2� e0 » �aR z® O ccU 6 — w? a0 &ao oa Ua' a Z o N Q� .0 aS� �• M, �w L N O 0 zz Z a�i w '<W 0 � 0 � a U 5 �r a 0 0 ^L W "! M 0 00 N , a ) > 0 Q C o N m 2 0) r c O rn T- � 0 .__I O LO r cn o tM r E N 0 H I\ 0 z E E y E a m € a. U � Q p JOB NO: 19-5339 SCALE : AS NOTED SHEET NO. �� -- 1 I I I .1 ,• Al. _11-j- .1 i CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) L WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB ------ 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB::Jj 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YY/ L-1VN `w Lr'1V11 11\VVV t11 L-Li TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE e CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. �L WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE AL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL rT� SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. PA TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS S U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ 16d INTO HEADER & (14) (6) SEE PLAN FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES__ ?- 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN A MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE .� 16" O.C. MAX. INFO. SECTION ENTRY 8 SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 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 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 O CORNER d SEE FOUNDATION ° PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR CANTILEVER IF INDICATED SCALE:NTS 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM `— FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1 GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER �� CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. • MASONRY WALL BELOW: SIMPSON 44, HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS — • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 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/ 00) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) j 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS f� a 0 0 0 z�� z a U)N0 z N 4--JN -lra O 111 L E �cn f� �-03 T' E 0 8 °� U 0 c . I R o • �0 s� N N w 2 _ t�i�N$ Z� § z NNg��Z 0.iL InLU o �o !S W H a" a� A \�\ttttNlllll//j��� 00 ••� . � gyp•• Q' SE zCD ROFESS\O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ra M i W i (h E� �o o =o - a Q E I� t0 _ X OU °�� 0 O o o� z N � �o ga Ww Na USU .0 J �ZZ H(N �U 1QW� .2 rW c, r a CEO �t 5 3 0 0O LO > d' ^L' W N > O o N m o ...� c Lid r co O N CO 00 E "N ' ' N z z O 2 D a c0 Q o JOB NO: 19-5339 SCALE: AS NOTED SHEET NO. D1 ^' ^ "" WEATHER VE BARRIER & tARILY SECURE WEATHER CRESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weal THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 1 Ll\JI IIIYV . v�v„r, ��.a SELF -ADHERED FLASHING DECK JOIST NOT USED WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) IR SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST Eon 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 SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) M SELF-ADHER O 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT A INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WPOt) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE �I THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER \v (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 171 d d a SOFFIT/CANTILEVER 0 SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o c DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH ^ PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS [_Z� STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB r NSF LATH II ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as E) in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance With ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 O 0 0 Ril- 0 28� Z N M Z Q V J C7 d N M m N Z ^ ' C.7 0 VJ _ � } Cn Y V � g lJ w � o= U 00 ~ B o '® w = d U e Q � o N $ �' aj w z ,23,N$Zi c� °44 W a � w r W r`.�� Q: W'Qv'H�z ° w m LL w a usLia'� c z3 Z. Z �yoa O Z m Z m- W N o° U O U F ❑❑ Cn 0 CV M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. oto co z z o w U- E ���� wE z® a Z E U 12 rd C O E XU �� ¢z oa WM UO $M W= N O �� N C - C ox .� FF Oz >Z Z Vi J rtl �Z o W C V o o 3° U 'U z �G 3 yLL z 6mi `r zl°d $ 3 c O C I. > d- ^L W i M 00 Q C a o N m fD r r � o _ L r� I M C0,4 N 00 M E M C")N N �i r` z Z O rn E �? c d U 0 Q p � JOB NO: 19-5339 SCALE : AS NOTED SHEET NO. W P 9 co CU CID HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 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 dItheywill be utilized on the C/) 0 > Re: Wood ConsMetlon Connector Compliance for 2015 International Codes & 2D17 Florida Codes construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any ofthe applicable listed HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 Manufacturer Product Description Approval Number(s) Test Pressures CU 4- Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that 1. EXTERIOR DOORS U) )oist hangers "N be I per ASTM D7147 Tesing and Establishing Loads of Joist Hangers. Previous versions of HDO410 FL17241.7 ESR-3444 HUCQ410 FL1 1468.11 SIM200804 the IBC and FBC required testing to comply with ASTM Of 761 Tast Me" far Mechanical Fashirriers in Wood. Both A. SWINGING TheffnaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +67.0/-67.0 psf methods dote ... ph a connector's allowable load asthe lovAmk of the folloWng: HGA10 FL17699.1 Evaluation Report HGA10KT FL1 1470.4 SIM200803 1. Lovvestultinia of three tests (or average of e) with a safety factor of 3 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470,4 SIM200803 ThermaTru Firbar-Classic and Smooth -Star (NON -IMPACT) FL20481.6 +67.0/-67.0 psf 2- Average load at 1/84nch deflacbm HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) HTA16 FL178W.4 Evaluation Report HETA16 FL1 1473.5 SIM200SO2 ThermaTru Firiber-Classic and Smooth -Star (NOWIMPACT) FL20461.14 +67.0/-67.0 p The primary changes in ASTM D7147 are requirements to measure properbes of the testecl materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultirnarts, loads must be adjusted when tested HTA2D-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf material properties exceed the specified properbes. HTT16 FL17324.2 Evaluation Report HTT18 FL11496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01�67.0 pal ICC Evaluarbon Services OCC-ES) revised AC13 Acceptance Oritenis for Joist Hangers and Sirrilar Devices in HTT45 FL17324.2 Evaluation Report HTT22 FL1 1496.1 ES-0130 ThermaTru FiberClassic, Smoothster, ClassicCraft, Rustic FL7640.1 +67.01-67.0 psf October 2016 to incDrpomb a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evalualling vvood construction connector loads to the new standard to update our product evaluation reports to HTWIS FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 the 2015 I -Coders, As soon as the updated evaluation reports are completed, we %-AN apply for Florida Product Howsm, reevaluating a large number of products will take time. While manufacturers work wth product oertification HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PG Series 5570 FL251.10 agencies to update their vmod connector evaluation reports, vve mmmmend that budding departnients; under the HTW30 FL17244.8 ESR-3455 HTS30 FL10456.28 ESR-2813 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.01-32.0 psf 2D15 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 edbons, respectivalry, until July 2018. HTWM18 FL6223.2 Evaluation Report HTSM16 FL1 1473.11 SIM200802 Clopay Building Products Residentlal WIndCode Doors W5 (l6X7) FL15279.53 +30.0/-30.0 pst The informabon in this letter is valid until 60012018 mvlheri it Wil be re-evaluated by Simpson Strong -Tie+ Pleatse visit HTWM20 FL8223.2 Evaluation Report HTSM20 FLI 1473.11 SiM200802 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42,0 pal vww stronote.corn for additional pertinenit information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Departnient at 800.990.5099. HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential WIndCode Doors AS (ISX7) FL15279.102 +37.01-41.0 pef Srlceffl?lyHUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 D, METAL LOUVERED ORB Curries Division of AADG, Inc OD7,707,727,747,arid 847 Single & Pairs of Doors FLI 1537.1 N/A (see inst shQ *4 HUS26 FL17232.6 ESR-3"5 HUS26 FL1085e.11 ESR-2549 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 pal Engineer. Southeast U.S. Branch HUS28-2 FL17232.6 ESR-3446 HUS28-2 FLID856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Sodas 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL1 SU9.1 +40.0/-40.0 psf D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A pup I Of I KLEG3 FL17241.16 ESR-3444 LEG3 FL10667.71 ESR-2615 A. SIDING James Hardie Building Prod. Complank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A LTS19 FL17219.2 ER-0200 LT719 FL1 1498.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2e06 F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032"Aluminum Gulft-ok 16"wide roof panel FL11651.2 R3 N/A MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-26M A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A MPH3518 FL17240.3 ESR-3447 WM1416 FL10687.86 ESR-261 5 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA38 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie see chart MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A MTW`le FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2el3 0. MATERIAL Cast -Crate Corp. High Strength Concrete Lintels I'Ll 58.1 N/A MTW118 FL17244.8 ESR-3455 MTS18 FL10458.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Untels FL1774 N/A PAU66 FL1723913 ESR-3449 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the GLTV3.518 FL10867.8 ESR-2615 jobsits; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I PH02A FL17219.3 ER-0200 FGTR FL1 1473.2 SIM200802 understand these products may have to be removed if approval cannot be demonstrated during inspection. RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 E SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2513 > SPT8 FL17244.32 ESR-3455 Spe FL10456.45 ESR-2813 C) < C11- SHEET NO. PA 1.0 - I 1 r '-I I-. L-1 � I. _ _ _LI. Y Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pew 1 o 8 12nrso18 Florida Department of Business & Professional Regulation Pg. 3we Building Codes and Standards 12/ir2018 Product Approval Application Detail Florida Dsparinwk d eusmas 3 Prohabned Repulatiora Bddkfg Codes and Standards Product Approval Apptieatlora Oxtail Pan / a, ,argots Florida Dapar6rrM d Ba291na6f a f2ra9pional Regulation Bulding Codes and Standards Product Approval Appticatlon DetaN 11e0111 trait Fd S= gek elk 29LEAD m gate 999L Entity Qdt Rio DataPar,dnn 21M B>t ! Lai VersLa p LICA2RCUM Agamuld Am" 7J11111 Version gamey FSCAee 1 A,,,,,l Shut Revoon 2011 ThMWTru Corporation Ritk VINght LyrMon F.SdxnIrLPE. Ryon J. ring, P.E. 101152017 01A27017 101"182017 12112fM7 Approved RVAMW 2017 Therm--IuCamorelOn Rids Wright Lyndon F. Sdnkk. P.E. Ryes J. long, P.E. 12A32M7 12AM2017 121212017 MM&WS Approved iidk {fig ON gar prb2on no 226 looks RiB as RiLbOft gar Category: Exterior Doan H79)2961740 PE43409 (813)7674556 CYsdory: Exterior Doors (419)2MI740 PE-43409 (813)767-6555 aka MEMO MIS fGNULLl oat fly EIGAMMO Amy ilia Lan Mason fly bONKAera� xM rW"d EWLAOMM Ammm fma Subcategory Swingers Exterior Door AsnmYles ndnvidin+aloorarpuless. subcategory: SwIgig0denor DoorAwemMYs nckwidrwDWgmnsu8eds. RevMWn 2017 Tbwmi�TM Car Wagon Rick Wright Mao" Accreditation Ryan J. Keg, P.E. 12=17 01112112017 124=17 Approved Rovialm 2017 Tb MI.Tro Corporation Rldt Wdgid NmMWi Aomedblw Ryart J. Keg, P.E. 122wm? OW212017 12r177Mi7 Approved Complance Mothed: Evmern ROAM them a Can Cwpaance Method: Lva%mlon Report mom a eom Celep . ExWdarDoM (410) 206-1740 Mrtpmeht kal4de (813) 767 Callow Beobr Door (110) 29&1740 Wnapaneht mOlem (813) 70T46e6 FAs Roolored Ardla W a Umsed Fiorito Wed FW Rogidarod AmIdod or a Limed Florida Snac r9wy: Iw8tIII EwMrbr D=Aow W m ddwomtk*Omou gdlL OMCd ProduWmiEngirNe PrefeveWnl Engmee FLOM 614a ptaevate C mgilmes Mdbachren N NnkwLWV 00"I Ce *la YsNed: Crtl0raYal Mark or Uoft aywbL62aum Aeerovad for War ARRMU112 UL An= 2190 _ D9alft Asarranee Aesraw,d to, Ua AoerovedlorWo k-r1 2&tm ligion :a9„lr01a dmm'edfartkl AMm miffs ! two gift agivAlanitmom AMrand for {ka Ammnd ftr it! how Dodge Ian s Product YedN. Numhar er N.m. �rLfj j�� $(� � A Product YedN. Nunhar or Nana Product be.Xed- contract L male, Day N /= ,Qy�,� fig( � )�j (�� tdm �IM � �� ` �um )� ).mod 1 u. TMrme•Tu Fber-CN.k ads emoe6l-Se Nw** KgW;8 LgAtNWWgWdiWd; Opaque 124t2020 No Yes W WA 1 a. TDermaTru Fber-Cloak eY SinaolRSle NWWM 6"39,6 &*WXon•Impad&gAt Opagw 12131=1 No Yes No Not 1 a Bqu*CbnbCatIquak ISM BgnokMrldeMtk by 6a Mad W Couple and fated "Mob r Door Vah 12/31=1 No YM No WA 6 a &qwt m war ftraquok and aPmR9andnMlk W aE and 61 opagra asr tuna Foam I)OW*b 12Ie10MI No Yes 0. No WA Ca:11Pm- Edge FbergYn 9kgW Door Composre Edge Fbergkw. ShVW Door TMrma-Tru6quak ISM w*&A BMease. l I and CuYwkg TMmirTruaouak .1SWAde. kMwkru uM WdwM x Cm,poW Edge FbWOM Smgie Door 0haamaA7ubwVa:x aempudot) Naebod BLd09d1 aqutlNa.tagad6arol: ceded CanpeW Edge Fbergima eko. Dear 0rtookiec" ale: x ) n. Composle Door File DepaMwrrt d Blalraess a P obssbnal Regulation p oa 1 a, BuAdrg Coda and StYdads 10512o1e Product Approval ApplcW- Detail Florida Deportrnsnt of Busk(at a Professional Regula iort Ong Coda and Standards Product Approval Application Dslal P.n t a, ,Krone Florida Depatnait of Blualnew a Profoubnld Regulation Building Codes and Standards Product Approval Appftaldon Detail Peg., a, Imm,s BtMf�t Rif its go gas ➢alms Ono a3AIMMM gift fmkca go Rim Rikb fat art Ammsszm gal famLa gar )Lit Dd balka no Btfmtt�a Rio MISS Yaolm Ytstilaot artM alYdAllatOal lkmmttrt lfamtal flat aGAomm hmm uC folio mm INNM Maakmam Cmtlta fMka[alktBm lkldllmh IkldLa/ hitow anammal ammo alma Loa lkrm VSldmm Antonin FWA-Mvml AMmoa )titan LrsL lhmM MrldrM[ A ' '. 2017 0 VA and Doors a m sou r tale Noaeft Lahr Sateen M. Uri* PE M3=? 0eA1r2017 OM76o017 lama=? Approved RrAden 21117 M retbwe and DOM aWm sheer Lde Ro' lama Seem M. Uddt PE OW130017 O9A1r1017 OWNt017 1WO M7 Approved Rsvylon 2M7 Ba ire dote aid Door beat SNNW Luis Robob loam BWeen M. th*K PE WSW? on irM17 OSMS=7 10A0/T017 Approved Review 2017 RS Vrnd&A and Doors Callow 61MIof Doe (717) 301 3M PE4" (717) 31744" Callow E]dbnbr Doan (717) 3854300 PE4014 (717) 3,744e4 elegy: ExteriorMV 3e5 5900 PE4a14 (rtn 3t74461 oWsan: Exterior Door s,OJCIII y: adds EtI " DOW AeeoaM book SOAaaadaan srlc+taar: inane Eod■kr Dow Aroe I manpa0rrda - - D e mwaaom bom MY: at m FaMha Ooaowneearn tables Cawpsaam aeaol Eve Alm ft ftm s tx.y srMblslsMa Erakrmn RepoRaan s cw*ftsv110tMww mwatipenkvu Rwdtom o eaapstlea WNoar Erakeam Ripod arm. Pieties Repislered Ardlmd ar a Lbmose FmW Plot wWllotF FWrW It 9- dAWO@d ar a UMNO Pbdb PlabmJuMill gkiaet FlRe-' Nat UowmW I lortim Poe ..1".nlpkna.r A Archbald araLloreed PiaW F noteumbodala mllmerlama AmemoMwJm As®oftLpa pled 2100 ep�aaMtlaoallt mdkr.Aa AmmadlorlNs Aaamnd&dit triad Rica gmeoLdwMtoa Amara diKum AOOMousoWM imam fafm ettfili�lLMrh Aug ftMEUMOUbMAKXNM enamgrmtaa smmtOtOratilDLra ■JfIM gardal= BSMId Ear tat PtadadikddmmmbKzjim Elrmam+amm RiokuLto moLoo iiotrM gmtl0eHym DEMO mots ateamomLE" Mao taaAtiM mkltlt1011i Boom bum fro! EmbdmmkLjhmbffmmm 3 SM 420ALUMNMSWFJBNFOFt= S46./N84�i AU 9WRE OKO 12l31/2MS No Ym No WA • BUM 420PUNM Mario REaa t .WOK, 12031=11 ra Y« No WA , SERIES 429 A(1NMIIM SM SEREST o 1231r1Ma Nov Ye No WA 2 SERa5420ALUW4MSGD xSEREB Florida ospolnant d Business a PnofesedMW Regulation Balking Codes and Standards Product Approval Appapalbn Detail Pan, a I Imam Florida Department of Buenas a professional Regulation Budding Codes and Standards Prodtn¢t Approval Applkadw Drag pate, a i tem,e ellf0sf&M ago r(s Rio pk god!mka Rik 19I1fZPDM gars rcd Oda no Riobnrea gala B>a Salt Log Maas Modialm amid aliadalksMa MINIM 1m1ad Biollm alglomm hound ow mu loam Emmkow Rim9d bdmKklktmt lklilldfee Ndddm Adman ZWL&End homed Ara Los Yaolm M1rimMt Rbelaion 20`17 Cispry&Aft Proeld ow faekI -' hods TWO*$anima 1W WryPRMkm 11Qa=7 08HOM17 12101=7 APprewO RevWlon 2017 cbm OWWS pmdadeOmeegr MMn to' IaM IhtwYkTeam" SWAM NA. Goy PRMhiK 11=2017 OVIG12017 MGM? Approved RrvWWn 2947 asve'r and Doors Bola-wadeer Dcao (513)7)068a2 tC (513)6194ea Callow BONN Dealt, (513)7704M ft ($is)5,S410r Cablearr. Exterior DOM a me.rpMy:saaaMlsda- DmAeemmm a.derwdOrJopareml amCoMpity:sesarSmaller oearAmmonia mrweaareOdopartam anbcebsay:9lmgohaftDwAmwW" CDW* atw Mdho* CMBetm Made Or U Wg eahlPaal,aallovo* Cenaomon Weak or Users CompO * Evokegm PAWSam a BAINZIALbmkm platne0 b l.bm ds Engineer golkA ome A9MtUUK. a Amomul&Am am aldm galAlmrstt AmmnnO.mcUse AssmntltLtil! laud now g � lea! emdlmaltmrss OtdnaCnlrtaalo 1. WAR 90MUL BeM Blahs Gomm MA GNINdAEkIN aato otmM gmlldLI M Bohm ft l 37 037VON PAN -VI 61: 04A $4.73, M 1000, 100. M a" Poll oak 259L) NnyoCar (NP W 9W hW) 0S21mm No Yee me 30 PI FA32 33 063 V115-16 PAN-21"Il : MA N, 7% 75, 16110, 190. 4RSr, Sew Pm glh 26 9L) DoubY4or Wr to 1S0 0Y11rAn No Ym No +3D PW/ 9D trot M. 4R$T, 4RSF, MIT SM, 2RBT, 48, 42. Ed. 4m. VMD000E18,74; VW 0aapo Doer PSF 4RSF, GIST, OW, 48, 42, S. 4M 420. NO.OD58, wide)VWWOODEY,74; WS OoMgu Door PSF 429. 558, 0069, 006sV, OR68. GRSSV, ARM ARSW GDWV, Glen, ORWV, ARM, ARSBV, 11111011, EDWV I SB:Es 420 AMNIIRIM SW RBNMFOW EDGE, EDWV -- _ - I-lonaa u9partment OT Business a Professional Regulation Pap I of Building Codes and Standards 12/1r2o18 Florida Dap.nRwrt a BuWnses a Professbned Regulation Pan, a, Bdufrg Codes and SWdods toom s Product Approval Application Detail Product Approval Apptieadon D@W raft LUMM gme "k net, Food- Due B#IIMV4L Lie Yuba MoLelittut Contact Ena.,ALt - VNrdbdS, Val41Ll fuhnithtl FBC.Amnxal Aa19rsxd am" Rim ff ELK Rio as aftboda gar Rwbbn 2017 Me radovrs andDoe Bred Stinger Amedenn Archrseven M. M. Udch. PE 12292017 12MYS17 oucanole Approved ISa MIowa a Moramm Rialtm alttt[iikLose lklrlmfl lklllkl Rearm ariAam m Aasetaad tiro Category: M&mNm#s (717) 366-3300 hYadadurM Association (717) 317.8454 no MIN 2017 CURRIES 01doeme 41AADO, Inc Dodo Ogee ka1.0 Ted Bomn, PE li4o 17 100e=7 12005=7 ApproveO SbCd.9.ry:S1rQe Faag bsKIgorQONa.mm Callow Exterior noon (M1)4a4 �a44 (30e) BeeI707 Co a~e Mahed: Certification Mark or Us" &AcmbawP: Exterior Door dwMAsanrmra0bym eeanParMe PIaaMA Contagion Mork or Lilting e DNWWA,ee - dfar Un AeerowdrorUr f�( Design Ala ,aDerw,� Pred,eet bteeetlan iSarsatfSm�D.RiO. In NVHZ gaaldamrlli BetlfDt P1Maars Amu AMmML&LUE &ME& gam 2 185 SH 52x% FhfWW Frame IWSG Single Hug IGA)Sr01e No Yes No +60FD oat mtmmalaete/eB as he= gNNW Bonet Eaata 1 607, 707, 727, 747, and 847 agb ISM Pam of Dote mate, ahead. and Leraed awge, *as Plane at 12412025 Ym Yes Ym MR anasow wam doe. Fbrtda Deparmemt of Busman 3 P.ohniorlal Regulation Building Codes and Standards Product Approval Application Detail Pan 1 a, I 1Rm1a good f1aYaCAllaarl Mdda JDt load ANhOilm akQAmrlMl hanged a" B1odBohm Lule Robert Lends 8WeoKLI PE OSA32017 011,1A2017 conv"? 10M001017 Approved (rM 306-33M PE-0M14 (717)3174464 blagadrniwd.mm audkh sat Asomm9i An AmmnliKum ima gam Bar mfaad Is WAR mMrmfM Bmhd moron SERIES 420 ALI MUM 800 RBNFORCEE M 1231=8 No Ym Nov WA ldipMCnAwak Florida Depatnsr(t a Business a Profeaim Regulation Building Codes and Standards Product Approved Application Detail pan, a, ,salves Salk Loa Vrtm MONNM Mt Far MIN 2017 POT WAMWOO Callow I9mrWr Doan SslbCdWr. Seems ExMrbrWorAMWFMN eaapallaa Waned; CsAareen Mark or unit; doh fine EMIELMaddJO 10 8GO4570 gaga MW1e mgao0 FWW& Department of Busbou a Professional Regulatlat Suldllg Coda end Standards ProductApproval Applcallorr Dstat Pan1a1 I ir"Is rca no Oro aabadm Oro CmLka afoaaelklre mmw mat Yaatol Am arLhomm how" ama 9nm Smear Lei Rondo Lams Sam M. IAkIi. PE OM3r1M7 Mimi? OSM52017 101"10=7 Approved (717) Spa = PE4U14 (717)317414M matgwOtdwdown mobLam AoNg drtlke AarmuLwim Now ➢moo msoLgEE E RimefemrMaa hand 2mdalm nowd bath SERIES 420 ALUMaa1M Sao Ox, X0.)Or 1231rM1S No Ym No WA 90&*Mt a0agtek NONaaNRFOPtOED Fkmda Department of Buekass a Pra ownel Regulation pate / a, BUM% Coda and Standards 11vm/8 Product Approval Applleedlon Dstal Qds ale Ri Laudo pk soma fai6rcAYaMa l ogm" Vaalod AN&M d SCAMIMM hound rira Derr Rark laan6Dade 9000-CEO MWmFDam BCCG-VAL 12f100017 11AAW17 122542017 AppWad (941)4WWOD (70316-2ba drwArppWgWM.aom gm ktemtaom AmI> uLwi m Aom mLkj m lama trim rrtarLdfm S mmea gwdkllm ammlm mane VWA Slang aim Door 04114=1 Ym Ym Yes IBA Florida Depmtnsed of BuNnees a Professional Reguladal Building Codes and Standards Product Approval Applcatlon Detail P.n+at II ,Armes Et»t per EON= Rik Rik gab " Rift dt11>aat 20b fmktm Qds gilt 21kb9il ego Loa )amm Mwdmmc goat fMIMt[ilkaaa INNimu r[ )Nil" f &MW ffiAMEM humod akin Loa MINN radar[ Rimam llibmtlikMta Valrlmlt mdow f OMM 9gAMMN Amend fMa McMah 2M7 cwm &o tg pima ConOaty AIM IAisatar11 ' krlMaek TOW 4 BeaWm Meg Gary PROMW llrA=17 OeAOW? 1210M2D17 Appovae ArAlbn 2017 cmm BUMVIp ProAam cornww Mark l o II bp MMr11k T aOr9 eeniwOMA Gory 1lrtprMt7 OBA01M17 12bYM17 Approved CAMPT. EemdarDom (513)770aa2 kx: (513)6104560 Cobaalr Evertor Ooas 5104Palliator (613)770-0062 Ix @tm 618a500 S11aCabaanIn sadmW ralWbr Door AaaarlbWo �.00m fubeabaalY: SamaC FaWmOoork or rUn �gMY•ean Qeapawes MSMed:CbamrM Market Daa4sa11aa WIIMrk CaaarlMn Mari a LMtlnp Units :oat� tin ANWftdt,,U, Mao � 9mktmm k� Rift Boo 2t foe mOOLOWNla�2dwiL m ino Data anim l Guam 86 035VON PAN-21FI : n. 75, MA, 94,42.48.42B. 4 W 9MM Poi (min. 26 ea) StgW.Ci r(Up W 9 V Widet 051 IMM No Ym No •33 PSF442 102 102 VW G PM 4Fl53: 73, 75, $40k, 94.42.40, 42B, 4M eWM Pm from. 2594.) DtutW41M (Irr W ter 05111,1202e No Ym No 47 PSFMI 4RS7, OW, ODS& OM. AIMS, ED58 W OWCODEa8174; rn Career Door Pap 4RST, OW, GD68, 011158, ARBS, EON web) VA4DOODEW74: Nov Grdea Door PSF Fix Deportroui of Business; a ProfeesiaW Regulation Baubrg Codes and Stanmdrds Product Approval AppBedon Deaf Pen, a, lam» Floride Departreent of Buskaes a Professional RegAd- Building Codes ad Sfardrds Product Approved AppftW- Ddd Pop I of t ,lames eNISIIIel ggdg rLa Rio ego aaBadn gar &I sell am foam ego ark ANLbmdm Rik !!lam Smelt Loa lkdm small= prom BlBaad a&Amm t Anow Oda Ma limos MmmrBmt Rimrt as offAIN M Nddm M( Vdldmm Adam EWLAMmoa AMMM Oda tame viola Modekmt RI'MMi 2117 M Vaxlorw and Done mwtsmhw AaaslWnAKhUmaal SWANK Urkh. PE 120,RM7 twia"7 DIAMO01S APpevM Rwbbn =7 POT ladnebile Dom Rtmk MlmM1pds 8000-CE3R evehi Dose 9000-VAL 12200M17 120r11017 12r1KM17 Approved ROAIon 2M7 PGT kwuwlo CA%Wr.VA " (717)35603a trwimaee Aaaaoisbs (717)31744H CleterF It- (941)4aaf00 (7em 316JIDS0 Colgan: subs kt/e4n Aced b@NRPt� S1MCrWaat, Reed enWM YtluwrM.oan W0or. . am* Hung r!aw&%a.& Constance Mark orLMft taoM& Cadomon We arUle Cav*aaYeaeA 1,t/tl8oatbn Mara or Llltg OMOLAa A®tkma hommuKuL in= amm feMOAtlmme A,,MdibrU@e agumuLwim kohl gala flit EarmRimtmm RidMtiMfraa mum grlrMMM BaYlat hostile flit rdRirdaos prsmmMlaRim loofa asi amm Bmtam Eattd trot 1 1r PW n x n tmd ems 080,9ta1s Me Ym m -0" 9 pwmw taw Mmm wwo VYryI F1Md Wtxbr 64nazaM Ym Yo Ym NM 7 8H-5a0D Rarpe n/rle W Wo0 Florida Depabment of Bufnea a Pmfaesbnal Regulatiort &Aft Codes and Standards Product Approved Appk 4dW Detail Pap Ia1 Irmis lnftor Oro gar amLeumn ego 20" flaorcALMMe lLWlYOrt YedOal fmtomm PWAMmed AMmml fan Don Runk MWd4)am 8CC0-CER ANNOWUo BCC=-VAL ,2204017 IZI M17 ,22a12017 Approve W41)4864100 (7ad1315,2a0 A1eMatpMdnwW.000f, dsotmMibrYm AMoaniBtthe lima gat t'JaOlmgaoBoym CmedmlamatimLa loifftM adimLi M aahm EeIM Vinyl Stela oboe Window 07130f1020 Ym Ym Yo WA Building Codes and Standards Product Approval Application Detail Paoe1 W1 i 12/12/3718 SgdL EnYO(aL get Ago DotiP-M., pros ixu Vg11tm MWIkaILeL inaaa9t Enan,eaU-, Ywdat,eev VJlldfm Submitted FSCA-,,,I At-,,d Akin RwWlcn 2017 MI WMdows and Dane Brod Skew Ameden ArchaeduM Shwon M. Udeh, PE 0121/2018 01A13f1018 0/422018 Approved Catogorr. VAndows (7M365-3300 MeruWdunn Association (717)317-8454 Subcategory HorMaril Srder bsf5nyr84nhW.com COmPeenae Method: CalrklWn Mark a twig S,O! Pleduct MedN.Nueb,rarN,m, 0a11WA, n,, Aonrovedfwus, Amrovedfarue, ltgrl g!!d- amrstkn„Qa, ) outside KVHZ Ggggfng 1 HS 1a8 Fat ISM Rage Prams 73x62 Insulted Glass 02A62019 No Yes NO +65/-55 Flonids Dspat+rant of Buslnae a Prdesseoned RapuILBDR pan 10, g Codes and Standse Standards ,ea Slung Produact Approved Apposdon DsW Fbrids DPWW mt a Baullknaa a ProfessiaWRegulation Buiang Codes and Slydads ProductApproval AppcW- Osfd Palatal IMMI$ Floridaa Building and Standards Regulation Product Approved Auatlon Detag poplorl IMM$ EAYAOM pa rut gar gar MOLawn gar Ism Rio Rik get ONLb Oat PLean4til Sad fmkLd gar gat pltPMit pie FLOUM$a<Bl Smelt Mara mum= Molnar proem lsatttJiktlra llleMamfa Mrht AdoW SlGA@mr Asasng pro Mat Vamu mmoudat Cava amass►Mk lkklam>D( mddmd atrMW NL&mmm homm fma MISL Ydm NMN*AIo[ so" LnmaaiH®a lGrkYllddc Yildlod ldmdbd FMAN INd AmMol fma LISL lima modulo[ RaeiaMa 2017 Ttmm Tm OWPOFOOM face V*W Lpdm F. SderIRR P.S. Ryon J. Kate, P.E. ,eMan8t7 10MSmi7 15020M 1212=7 Appealed itwAdm 2M7 M 1Amdmo am Dios 9rR amge Lem R LONS, PE Slavers ll (kkh, PE 10A9301017 IGFIWA17 10GSMD17 12122017 Approved Re Wb 21117 POT tahrmloe Down Rork Mbns4Wds BCCO -CER MWm4Doda 9000 - VAL 1205WT 11A5rt017 12RN M T Approved FAVMM 2017 Jaw Nettle More Products, roc. egisawy; FI I DOM (419)2WI740 PE43409 (513)7674M - .I-�awams (71n 366J3W PE-ea14 (717)31744M abo YY.Musi (041)465M00 pea)316-Ia0 CaltOaty: PrMI YVale sWtlebipair babglrg Exterior DowAMwneW YiDyrF aRame bamgadtdW.aan aw St1bCMaeeatY' Ntfae k- swwAbowy: SWN eaapsatto Mesled: EVdAssarnRpatiarna 001" Cs+swwrisrt E,nalalbn RepalBt complains, MeeeA r2anMWMbn Nmor U@ft eaaesew MsdaA EwakW6an RoWfroma ROMe A all eat Ardabdar a Lbinam Ftatls Palate" at Enpktaat p W� ar a LkYnwd Hw103 FWAN R OSI EOOte 'Archolotor a Um" FIN Uw Anoroved for IRS hod ROW ammmaLboam ale! SmoMmOmataoalla � 4smiLEM Bohbegan. nainuALftm" A A rtdl� tale/rtMd almolrtlm r•m Rita gmuwL M ■lkrd Erld oatLam mtplALdMme Eurmgaadam RiramraMaaaa Astmullxlm AmmMLr[Rit lama Riftflit kil)= gibuki M BrMW Gatlm 1 RWaae far AN Deals load om AMriemn Ltdbm 0512ag021 Ym yes Ym WA eMrmRiarrM Rileadlfrarlafh >k�a ads 1 a:qu*FberCbnblgeek, &*W4*-NNW&*MR, "'.$ &gkvt ps/esat Mum Fbarsan MUM No Ym yes "A 2 5704 VMrel Akariwm Nam /2310MO No Ym Ym r9A , OwnpleA Lop SkAg f aqu*CW ran araeWLCWSOIOCnt 8klgia Daor•QO alaagarOnbNg CaMylarsa Florida Department of Bwinap 3 Prdessbnal Ragulation Building Coda and Stedards Product Approval Applkalbn Dotati Ponta, I I immis auks no gar plttfBrtt pit gualYa fssoollksoa Villradfet Medab" ambo l mGAomm Amend Sam Pkelmg Zhu Ronald I. Cpem John Southard, P.E. DS=ZV17 0600SWI7 OVAMIT 10A W1M7 Approved (900) 349+4927 PE,241121 (31M 36P-= dle mn avAoL M Allegations for U- hMeMihLft IMMa Rift SdtofiWMEtRio rmlM gmfdtl ammm EaaalM Rorwrwd tip Battle 1231fM20 Yee Yes, NIA WA ^W W Cn CU N U 2 .� CU v -0 CL Cn V O CU VJ O i O Q _0 O ICU U- .D W p L !E � 1--. ��/�/'�� VJ Q Q Q z z W J Cn ■� CU C: (1) m � L) m � Cn O CU L- CIO CDL � Q U O L V °- V `MU W W Q Z Z Q J a SHEET NO. PA 1,1 11 111 1111 1 p, , e , r, , 1 11 r 4 Florida Depwkrmlt of Business & Pr , 0, 1- al Repulation Paso 1 a 1 BLid+g Coda and Strldrda Isms Product Approval Application D@bN aalail m gat et■L: got 20 ONLbmm 20 BM rides Mm wmkm grad OLMadilirr riiaW,t vdmmd aimed arLbmm I amm ma Am Mrlelon MIT Jana.. I aadit prdderam. Ya. Phiom am Nevada L 09mwm Jdm waved, pE 08ML2 17 060SM? OL2L2 ,7 10110=17 Approved cmi"Wr. Pad Wmb p08)sO2a27 PE-24M (marr2sr soacmmeay: SMro Pbsowe&%Noonuow OemPameos WOMt MYoUen limped *am a dlaarm Am Wpamsd AiddW or s Lkanaed Florae Prab941orW Engineer DNOLAi amuwiw ae®raliia enact alines erne blb&R mddm gelmmlamlmtimaM Mmei gdmatmei unman bald 2 imaaapbnk Lapehep arevOOeraa IMPS Wt 1213V= Ya Ya Nan WA Florida Departirwnt of Business & Professional Regulation Building Codas and Standards Product Approval Application DMall PWI.11 II tamla a* BrMLr giM Wit 20LEM ■ Wle mm rid■ Mom umm f&om faallwG&loaoat XIMOA& m ■ hbum arLawmal AMMM O arm Arabia 2017 ova and Doers sm" emapr L9M R LPna, PE Steven M. ltkk PE /a23a017 lonflual7 10211=7 1211=017 Approved 1. — IN . (IM so"= P642514 (717)3174N64 smomapwy: Yumoa bmm9opo emddrn Cagvraa Wlhst Eokobw Report tam a Flame RmOWr.d Arched P a LJomnad Florida pramakaml Ena' gil�taru� Arr»eNLbLgm emit a" amm !tor! BMAWJbOALMMIkKMJk= bobEL200100 Mmei gmuiiLk= BM■d Eo 2 am VedcetAkrAvimMMm 121311J018 No Yes Ya WA G"4111 i t ma rid■ Nwod am Redden 2017 POTkkwAn cawswrIRR d eaOCiemF: Muaom Cemim mom MtSeet Cwklodm dark «Lbet nimmipmdmil ire 1 abaoce 4NM OOM WA V etOOOa Florida DepaPonrnt of Business & ProfewWW Regulation Pea.1 a l Building Codes and Standards 105120le Product Approval APWAtlon Detail LdMla Wit ant Roludm WM gmm m9recaueet kdd MJec idi" a kwm Eaahma d asdea arm Dan Ruck MaarsDaa aCCO-CER Aloe-D 8000-VAL 12CM17 11/19/1017 12MOMT Approved (941) 4r-0100 (re8) 315-nW *Uwkopg*4uw-aern gleaLael■mIN Movement for hMMMdAKft nasal amen Sdemdr28asYmaM Mimi 2MNWLk tlg BWMIat !mil■ Abnamae Mraas 0aa82m1 Ya Yam Yee NA Florida Depwbnwt of Business & Professional Regulation Papa 1 a I Building Codes and Stendartm 14 016 Product Approval Application Detail aflilriaa rim somata ant WM WM.Btmm giM mm go" Mmiirmt gLLWI Bodmt&LMmr riYtIMJeL riaarM maa radmert hwAm arm Re WIN 2017 Jema Man7N Hugh pmemo m. Yee. Pkalhrt 20u Ranaa I. Comes Jan Bud". PE O111525 17 o8A97J017 092arL017 101102017 Approved Compeer. POI Waft (90040 2 3027 PE21121 M 3674M Bnbceb9orr. OWN prn9abp.daNypmabr Campsrae lkfw*EvmkmOnRapantpna db.can Fbds Res-* ' - Arc86d «a LIOW W FbrWm Psbmbcel Engineer Bit gmdkAarorM ard■aMLum amomiL no ■arm gift more mddtaedBm salloaambibeam In HVHZ a■MLmei BrMMm PM + Carrekoa LOP eap ftw-a nrra IMP.aYt 12J31r= Yee Ya NA NA Florida Depo rYrwlt d BusIMM & PraNemboi Regulation Btidirg Codes and Standards Pepin 1 d l lrrmu Florida Deparkmit of Business & Prolseaonal Regulation Building Codes and Standards pope 1 a l 1am1s Florida of Business & Professional Re gulation egulatior+ Building Codes and Standards Pea.1 a 1 lalmle Florida DeparlmsM of Business & Professional Regulation Building Codes and Standards ►.a.1 r 1 lassie Prorud Approval Application Denali Product Approval Application Detail Product Approval Application Detail Product Approval Application Dafeti RA31um gulf mm rides mn lrLi glr gmtad►UM NdkMdk gift no RMLt dddimd ad ftd ogANEW gist ANMO Mlaa a g■ vein ridn Mmmbdm 1NUL9t fined BesWe&Nret Ya1n dd& gate got rirorM aaaama 21know dQAM MM Wit A®Mr arm MAEU240 gat ma rides Mam&d= BmgiaL gsdd eahnmMAlJr■t gdkMtt l ant am VdMW ambomd 202emM■ ant fwLhEmral hmom Leda a ga ma Yes!■ mmu kdmt BmiG9t goMti lydrec&Lisoe Ndidmi ant gat giMbBir MdWWd bin" BICAmmad WM Assured arm NevWm M7 imam NmdW eaten PM*KK Ira. odgry: PWr war SibDmrrpoin Smro cdaeenm Matlasd: EveYrrbrr Rportttm a FbrMe wsWt4ad Amhbd a a Lkenaed Flo M PtadtrkoW FApr pdtedap 2b Nmdl L Opens Jahn eademe, PE PM300V MUM polo W-nde ra�tmrartrdtr Oe26m17 olog=7 comeCa,7 lW142817 Approved Ibvrhm 2017 Ammo O.mporr POWVSY a.ecdegry: serene t2e.trra. Mdlat take"roamha�a Road R•9rrra AeduWt or a uaraed Florida Pat,," Ersker NNa 7hrrpean Laden F. sd w*k PE Rym A aYt, P.E molanoss Pra434011 (813)M-0a66 .atrpartp.Wa.•eo.t 1004R017 t003/2017 10N141017 12MM2017 Approved RwWon 2017 Aram Cabana Paredwet atbDr.erl/: sour Flo Replemr AnddW «a UcenmAmFlm a Piolmembi FtpYnar Nick Thmepan Lydon F. Sdm t, P.E "J. Nht, P.E nta m22a90 FE-43408 (8+3) 7M 88 dhonpmonrabW.ean 1001017 10e312017 10MM2017 12/1212017 Approved Ralson 2017 OAF eam9mrtr. Mooag pay�yeary; MOM SNngft CapYWe Maned: Eeadrlkn Mpodtrom o FWdm R III PtabaW EEn~«. Lkrt4W Fkrao ba aadWh Men Roped Madan AM W. l(namovid , PE ceao) 79ea4„ PE-a91e6 pe4)77z.en4 madw4 .o Op127I1017 0012W2017 mas7J0t7 1ZMZrAM7 Approved aslalMllLEmau ire EMAELMMMJkEkWAEMM gokAa MLIIUM dr■ gr■mBeiti■gre ammstMrlm ammemi inn migm 2ddk M Manes girl■ amat•■ a iJssild Imo LIM giMmaammr in Dale Ammos ffi le ameMdffiLm Mm9i OulabWat L■d Boom girl■ men■ ere! gir■Laedee Want emelMMGme a■■MdiLlm MlBdg gl■MLmQi Milled PABIBUM gam Enwn al7NnialLt2101dt ame gidMArlmea BMidgi■drm g matt eadnOfor lMe ammndwjm MlBdi a■IrmQi am BOON giro Ewen 2 nmrdePlardt Lopsa" f wc~me dap tamiam9 Ya Ya PM am , aaquot2 Bpudt$a* Vant or Good Wait Soot 12/3lr2M No Yee NO WA 2 b.&quotAMOMT4aavel; adat Vent «Sold Vkyl Soft 1201=10 No Ya me WA 1 GAFA4prW Red WhOatMs Fit -is rekYaad 340.1mmiaWd.561 d 1or2ma hphidgm aplamt ehhOM No Yea WA WA Floeida Dspaanent f>f 0u*mm & Probeiorlal Regulation Bt/ lrtp Codss and Standards Fesa 1 r 1 lames Florida DeppAmant of Business & Pmkul nel Regulation BuI&V Codes and Standards Pee I a i tomis Florida Regulation Building Coda aid StandWe vas.1 a1 laws Florida DepaMent of BtMNtesE & PfO1est10nal Rapdadan Building Codes and Standards F.P., a, 116m s ►podWet Approval Applkadma Do W Product Approval Application Detail Product Approval Apptiandon Detail Product Approval Application Detall a gLY ma rides Rovmm 2017 Maeldlddl TMW plisse PM&WA km C.agrr P40 MIMLLSL geaMd MadeMilMaea ri�i aapd Edon mi may R. pried Lab amdm (417) ea49a PFr74m1 pin 300-lMC Gilt gala OELBto■ riBraM &rood Sgd®I tOnYR017 100=17 10002617 go a■esd 12MZWT mina Apadeed BaJVM� gear mIsis )Male Rerrbn 2017 mmmbdmt LV. Thaneem me db TYmean AnhboOM momb CMPM (IMAM Balch gdd ■rorGaurne riBMMUG Tory Chdarm" Zsch" R Pr1aN Loden BOadm (813) 24"W MUM (334) 300.1800 Wr gala riirM imad 10n02017 10/10a077 gitoBlogm Millwood 10/17a017 gad Ardent 12=2017 arm Approved PLMMSM gulf BM rides PAVWM 2017 UMmrr■t LV. Tlaepeen, ko. On Tlampan Amhbd" -fame IU PW ITA"Im BMilo< gm9m BeMr[iLMre ri■rMi Tory clebman zed" R.Pdmm Lode, Batt - (813) 249-US8 PE-74M1 (3" mo-is D giM WM ift M N&Mm 10MOO2017 1M102017 20LEMOM gee PECAm®d AsaaMd 10/17a017 12n22017 alfal Approved PLINMI i gee ma rimm position 2017 UMmdmaem LV. Thommo m, ha. dam Tlanpan Nrdrtaasl Mr mb Ompa y (TAM00) loom gr1Mm BmMaMl1Mee rirarMB2 TPy CWNDW Zachary ILPdW Loft nodon (813) 249a40 PE-74m1 M4) 300•ION giM ant OM.Pmdm riIMrM IWE" BgAm m lonowly lomom? 10/17a0/7 WM amend /2n2a017 are Approved e.bcarsrn ttdrmt u m CmmprI Roost bffiogomd000wdawm CadeOerr Raaet Ip1y�mloWtaONti.a. �.am aglnllfAbduft Cmaperrm Moved: Eak Om Roped aam • Florida Repdred AroleeW «• Lbrtmd Flealtle ProNabrai Ett9at..r eeecmlmpry: Resat AomaorM tl>d m an regal Pat alb n.ert eydOn CarPvre. ! Meiet Eemanapon Roped tam m Pleaaa Nmpldetee Aaibd Pa UN ad Fora PaUbriraml EAdmar a•bD•+m9•ay: R..at AocemaW Uld m an Pd.0 POI d ea Resat Byrum Cameearee, Ipteat Eveaalkn Rpatfsm a Fim naabtete'Aaddtct«aLkraW FIPNe Praleealoaei Eplrnar e. III ' Po y: Roost lkq eye m the m ore hn p�8 geplYq SyMrn Florida RepkMedMdiM Pa Lkaeed Florae Promeebal Enow Aug 8 Na 15 UL gooLAremma EMrdgMsdltie gsUademloltlseiae Amp ae edasodoWftfW 01=2019 ael®Mamat aa®diclle MIm Rddkd= Ya Ym Used arm Bolden mail■ NA WA adJmlelUbMeM sae miles gdddioadmgle fidisaidelftijas M1Bgi !rem BlMmtd Wales meets a mraoidt ire giralaelmre OMdud08sMetl9e gmlMdEalatlmaMe Al gm ammudiwan Ml�Y aeMtla@i ISM Bdmed ism !Darn 801 ire godkAMWAJ lmdrdgeedrm golMdisdg■ale a ALI= e■OW&MM MlBai gieYMlgei nerd BetYlam arm tedd 1 TAM00 RIM Top oFRae, Vedaee aim f« Tce 20 as aa*road v ftw vat bolt o9A9rJan Yee Ya NA WA 2 TAMCO Gooseneck Vmt 26 as 09 No Yes WA +W-62.5 3 TAMC OMOpe RodVWKWMBaam 26 Pa eWe mofvsnWAwwra WprdodbOb Op0111112Cp Ya Yes WA NA Florida Department of Business & Professional Regulation Pegs al Florida DeperWm t of Business & Prob*Wm l Rtlgulatlon wig Codes and SWWwde Pra + r r 16ODu Florida DeparinsM of Bugi roes & Professional Regulation Building Codes and Standards P•s 1 a 1 14014 Building Codes and Standards Product Approval Application Detail 117a0+0 Florida DePa+i1e++I of Business & Professforlal Regulation Building Codes and Standards P.m, a, 190018 Product Approval Application Deed► Product Approval Application Dehll Approval Application DetailS@!1! dltf� �C3i Edo gd8 Eta Perham Pal! a ma Vermont samftd lsatrr.r a ueaaw vmer.a EN riudnd Submitted FBCAddmval Amid aeWe B gym ma ri� Revision 2017 ��� LV. Theoretical, ids ON Thompson Aad&WMW IbbW Company (TAMM C - — v a" SubCabra rY: Rating Aanaaare» ihd man Yempnai Pap dlb fmdro 6ye+am Compliance Modwd: Eskedo Report tin, Sdki< geaMm somoLa M MdMdldk Year Meadow 2OderyN Prod Leah bmdon IM3)2464M PE74011 pan Do01800 mnytlponnamYaobt.aam got gip gmtbedM riirm SAM" arLAMEW tarowT 10n00017 1011721017 ore AENEW 12/170017 ems '60, d gull Do MEW Iadbbn 2M7 ■mars FbMm Wed IS Yam Cedealete moo" aaiC•bOr!• React AmmmaerW tlW m an adlOd Pas infer Reotrt ey.i.tn OaWars Mmimt EsoYrmlfen Report lean m fiaram Nl,IderdAedidaaLbonmed ffaaaa Boas Guam aninKAMi rianlnm M Clerk Jahn Jane L fludw, PEA 1111 Abortion (90/)78MM COUCI(EnpaaeNt P.E drloOlkonoD..ont PE-01212 (a61) 414.7a67 time its MdMW aaimrd iori 17 IQMWM17 2MLbodu akQAmeM lCWrm7 gip Amee(M 12=121117 arm Approved Revision 2017 Lorrraamo, Inc Category: Roofing Subcategory: Roofing Accessories mat are m Integral Put ofthe Roofing SystemCalmitmer.gwvim_ R gi Method:. Ar hdoct era Report from a FloridaFdde Registered Archttect ore Licensed Florida ass an grnar -.` Andrew Ceder James L. Buckner, P.E. Steven M. Lkich, PE (501) 982-6511 PE-31242 (717) 317-8454 ecederClomanco.corn 04MMOIS IZMM017 0015F2010 0e/12a01e Apprawd - Bade me rides ibvbbe 21111 mmukiN a Bad Room llbarWdaeaa S bCampy: Roo" Tam C.. M Eva M,iod Evehrtlon detect tin a Prod1e1 Eviabn Entity Bdmat gated B■ UKAU a MdWdE ml Tho.Wim.nea AM Undone EvaYrden o"Wwasar LLD (2061064-018p tlronnaa}OrmraatiboM.ce m 21M ant aMPeie riad■d AWO Y EBg2ramM 1W1t017 /00r2017 its Ammod 1021/2MT are Fields RapWlesOAmtAW«a Lbmeed Made Peelameload E+t 98lla iblou e invom«hW Enpaaerammuniagmoio ■a Redact Motld. miner «Neese QuMW product Deacrk8on Contract Expiration ode Amawd for Use Approved In NVN2 WWII, for Ua impact NN12 RWtM 22" Fracture aw geRLA� gommubwmmloaa amulmuKgm aeumuLtILM 1. mm gkdabb HVNQ mma &ohm lift mad nalmialLbohm aMmodAKlm homemADLMr NOW Slow lee AbddJbMNKALMM godkh� Eni LDNE& ea SN*NLRNIMNRQO Ams NLiti t Aaeemdffi him gdema.mai UK !meld BIN" Wean bodIn 1 Oeckdlh"DA•4 Low Prone, PdWmpylene Nestle, Roar Vat 07/10R021 Mechmicaly Attached to Pywood Deck. No Ya No -97.5.197.5 27 vftow MWden Pmfb-DOMr Mama No Yes NIA WA MCAamomimmkisonam 4 TAMCO lord Tp08Rap Volt with Bold far Tam ZiF aaPee aaofvrumebraMe,i Oa062028 UAW 2ddMJmi Yet Yam bred m am 3 3- RAMW aentltV 191a`o Vwdkuot AYemaam Nelp Vote for pentad Wab4mbrleNd 1221a020 tan 0028'AbNbn No Yet lie NA Florida De wkmd of Business & ProfesMalel Regulation n - - Codes and Standards Product Approval Apptiea0on DeW pope 1 a r %loom Florida Depadmw t of Business & Pro/allonal Regulation BuMdYg Codes and Standards Product Approval Application Detati page 1 a 1 1Nm1a Florida DBPof Business & Professional Regulation a � M Codes and Standards Product Approval Application Detail lam a Pepe, a 1 Floridaodes and Standards lnaglFlorida Deparilrnt OF Business & Prohalond Regulation Feae / a1 Building Product Approval Application Detau a� gm rLSI go go gilltbo" Ome a� gat i■La giM ant sAkho m gal saatatl gulp idMed ant WM girPsedMe sir Bta■Bs1 tide unmet no gal WMbadMa ant mm V dm MWdMilm gdd emboLkLMst Ammi t riBreM tiimama B &AMMO home arm a■ rierr amis r genet islatlUM riaadMMt ri■mM aimed MIGAMMO homma Intel ma rides IMddaamt goo m XDNMeLAIJ s N i mmul Ydi" avuwm EBglsma d ANWAUd ado Bate ridm Mamdmuw gamed BlassrlLMmr 3mookm rirmM amMM ElgdraaM amend era Re W. 2017 Centipede IRINO$rlaea, Tbmm JanWt aMYo Women Evskvom O.ry W. We- 1ar18rp17 /oeOM7 la2ta0,7 AParoved Ion— 28f7 2"PAdp/ModogAW► Them Jrrrav MPMD LAderLn enkMm Gay W. v"m 111)(101I 1oA8Q017 10ata0t7 Approved RevWlon 2017 Sind Roddt l MortbrLVMIM Thee Jemeae APMO unpmm Evdwjon Gry W.Wdsw 10HO12g17 loam17 fo MMY Approved RWMN 2017 sow Room"/ Wnbdxgm ThPnae Jrmrev IAFW Unfmm Esakbn Gay W. wow 101111IM7 iomml7 10212017 Approved oftowr. Motors PM 28922se eanbs LL.C. am a"$D Canary: Rabe pm) 2 e-M SWAM LLC. mm 85"1e0 CaNpry: R..att (802) Z88-2288 Barvlaa LLC. MM 884-0180 Cpmsory; RotBp WM 288.ZZ8p penkM LLC. (T06) 884-0188 erODme9dry: Rdaat Tam ~� itma sdmeesery: Raoat The thornm mmme800ord.do smaces eery: Roost TIM am" roymm NW a do Repattm• m Raped Wie!lVmdrlfen a m Ce.alvmm am eme Evalumcen Rmpontan. m t.roduct re West Eaarvm Raped Ban • m Prmdtrd Evaluation Enlgr Pled,d 6mdrem� Ptaad ErmMa9on E/P4' pugramml pftmbImm,8 Psdrtl EWu,ton Fumy ainmwntemo ro gimMlLdaM■rt aamm eteLaa AMMOLUME am gem aeiLamrmm arsmMieur ham oAkAe ldad gem ahrM.amh■em admmitaLm amemaMLYM Lamm grim am■carEmam artoaMdffiJMt A2mbmL tie lino" arm Ire mooLoo am gmomadMlrgaM bI Wdwalafli ieMrM mad ems ammagmddm ganuuimrmWM MlOmi gmumLkei BdtMm bat Iasig bagmLRr9dMm gamdMddmWM 1,WAM adrMl= Bob*& mad Lae f a3ladi ill BlaYfm EfA 29 vam9m dime PO6-Late WabaR 1044a0/e W Yoe Min Nan 16 srrpta0 Fiat Pntam-RWb, CA 16044016 No Yes NA NA 17 SOa.y 9110- Codby BW, Nrlbrd SW Oh".SW, Flat Prdlm-SbddM CA 10N44201a ran Yet WA NA 18 BOmny 90D-Coramry Smm, snob damp; 86b Fiat r+alb - LYdOmm. Nv 1001as18 No va WA WA Spit Oa En*h Tnddu Florida Dapabnerll of Business & Professional RegLAstion pope / r 1 Florida DepaMerd of Business & ProfosWw l Regulation rp.1 a 1 Florida DepaN Of Proal Regulation poM a 1 Florida Business PfofapforlNRpulation Pp1a1 Building Coulee and Stirtdardt lnavew Building Codes and Standards 1Avmu midi Codesa9 d BthBdig Codes and Standards lords 1sm1s Bulking Codes and Standards 116m1e Product Approval Appka mh DeaN Product Approval Application DeW Product Approval ApWAdon Debill Product Approval Application Detail FLMIMMi 200e lanai got s■ 2dLa a got 60004hi gat salt W gal ant gi thasm gat B gulp fooLK got ant 2Mbedm its PLSINWSM gm Boom gal gdt 2OLho m got mm rides daunts sum IN&MLLIAM gdddMi Mal i carman BEAmrd a®d ads a■ Y2dm atdpirLes 2 e BombELL m Mdddm l Yramla BrmMM OIDAmi d AdaMa BWa mp Ydm EMMkiNK 91= kobwAimma mdddmm blind &am" aMiAmmd ar®md A■ Mum Iola lamimml 91" iieLiuL mmmim Jbl 7M1a■a BWdmO amhomm am■md AMR Rmvbbn 2017 pad Rao I - I drl.vea, Ttamae Jrnarems Lr~UrAbrm EVdrvon Dry W. wear tanSW17 tOrM817 112t=7 Appamed IbnWbn A17 ardnbast/tdsebvsmb Tb mJmarao! IALMLDL1ldorin Emanation Dry W.Wdar 10/182D17 100 =17 111121=7 Appsved fovWm 2017 obwp mProdumim, LLC. Jr.. RE 10mm1 ,PE Tino�� Oa06ao17 0601/2DI7 oemirm7 12112a017 Approved Ravrbn 2017 (MoW PramAm PraaK4, U.C. Tim Robinson VMW A. T■Jr., P.E John W. lOumvich, PE o9r097J017 0d31a017 OW11a017 17J12ao17 Approved C40ta«21 Rm" eanka LLC. Cana) W41a lam)smntaat Cmagrr N.rt MM 2806M OWN$ U.C. pea) oswit0 ��167TO John Catenate ghdbm 7346 44167 pan 7M-0224 .acee�is �r Neat This tlrmaalWaatihrddo eebCdpary: Sloan Pared Wed eteem e.ecmr�er. Storm Pared 0amn>bwrl.oerta subc.am rinRant Tar Cde.Parece Watt 6vekaYm PAW * m a ve ab�6uera la evehrdkm Raw *an a m Lbaterece Meeeok ErsYrWorr RaPortfm a PaouPerece Ymiot Eveaalidn Reporttom a ProaWttiadnaport Enlq DAZAganhoom PsdW lvaaerm P of I Manometers LYaceW Fiordssew Perm, Roab%W Anbbdt «a Lbmmd Florida In oh"imuL Ensaar gilrtA� aasaffiJm a■emOM[Lm am ant■ giralA6umm a■aeu0ltLY■ arllemdffiL■ lo6am girlm Bet1a agimmaLzmam W! Em&mLMo&AJhmohKALNM f woLonodfe gdamBMtWedgmU Mimi alb ONO" Ss ems aaiMeddai6 Mmei 2MILM ftWd" Bated ME EMOOLOWNLENMhKKAM arltilhw A■MMdhLun Approved fortin ism gam gimitarlms aeeEMfor Sm araeudlwm odd gmm 19 Sway 9o0- Ca.dry arm, Shako. sob sow.. SPIN Flat ProM*- Law V4WmFL 10461:1018 ran Yes Mal fan 20 amp lol- mom &am aW FM Probe-Ldarp, CA 100412018 No Ya WA WA 2 I1mQi aeldsHm Ram" premium iL! EL4�.aed■em g Mimi Os Bo and mean Shd4 1 20 GOP OaNrrmed8md 81am PanebOA9Q Con god G"ftod SWd aonn Prab rabYW 12131=9 Yee Ya Ya NA 2 24 Gag, Gakadmd a" WA m POmLMpf VK Co eape d ombrds' &AM Sbrm PO rW sbbW 12airMO No Yet, Ya WA «net ay tads m peostls faarlam prabdbn and by fault b paovaa famimene prebdbn. IlltemgiMa W to t• U N 0 CL Q 0 C .a � -0 ^O CL C CU O CU VJ O 0 CL 0 ICU 0 0 ICU U- OE .N CD —0 a) 0) 0 0 .� ^^ ''� VJ Q Q z z W J U) ■ r� CU 0 U C/) ICU C/) L Q "NON11-110 < CL "O O Laaaa U �- U m W Q Z Z Q J fl SHEET NO. PA 1.2. �- � � I IJII� l - -� _ - V 1 I1 11 7 1 I nt. „i..l mash t - -- -' Ir ,r!t. a•I 11 'r 'elilFNMo r: and p7h. ,.[ ne"Lvov I1 Inf r _ .._ __._- ____ �.___...-�_--. --� - - - V � ---1 _ •�- , Florida Department of Business & Professional Regulation P.O.1 of Building Codes and Standards 1172019 Florida Department of Business & Professional Reptiation pears 1 d 1 Product Approval Application Detail BtildYp Codes and Standards Product Approval Application Detail 7152070 �iilii:■ I jygg Vamp"Manufaelunr CMaa F4Mowr & Lleerre VaNdied ev Yam. s FBC Approved Revision 2017 AN American Shuders end Glass Mae Berried Frenk L. Bennardo, RE Troy Sishop, P.E. 047202018 10/20IM17 04202018 06/122018 Approved 296 and& L go 91M 9MI)� 20 Lad pm Catay: Swders (561) 712-9882 PE-0046549 (954) 947-MO I= i!ando. tmmdidaNK groat goonKAIMM NWM*ffi Y� mItaift EMAnnand hanoW ado ml mmvm mamb9m>r 8ubCalapory: Storm Panels :Nkeb0allemerlanshutte Rsubbe 2017 nW Btadrg Comporerd , Group lb sken to* ICC EvWatlGn Swam LLC VAISM M. Ranted. PE 06`162017 Oa07720t7 09212M7 ApprorW Re.lew 2017 FTW A -I Cpnyorwnb Group khc. Campri Method: Evaluation RePM train a rs.e- coadelo :sboobaal co perese4 (847)9166473 (407)681-1917 Flodde Registered aldhKW a a Used Modde 8atcataory: Truss PMbs sbwb&Obotw.com aaecebamy: True PIMM Professional Engineer Ctrp- kr.tito . Evebetice Repoelfmn a PAWAom ■ .. .. _ .... _. PmdMe Wm Erey W 6 Product EVMutlea ErWb i1t Product Model. Number orName Quality Assurrargue ProductDescription Contract Expirtatiorl Date AnalroeedforUse Approved for Use ImpactDeal■ InKVHZ outsideIiVHZ B1uMg IorMEae. 911WLAW101 AQ Ytl Aponaradharlikes kl d 211■ 1 24ga G.Nanu d Seel Sam Panels 24ge Gatvanued Seel Sam Panels 12/312019 Yes Yes Yes WA ARE Kamh1Aaa ! Bohm 1 rrW BCO/A *w HOW Swnph (H 6arep; 8) MSW Conromw Pkb 1241=1 Y" YM WA WA 2 ffw BC(imoe taps Ph" Florida Department of Business & Profi sional Rewitallon BuldhV Codes and Standards Product Approval Application Detail Page f a I lmmi5 m1ML9[ go ant gntn.Pomlm go 220M Cosb L&LIs vaebeadmy YatIMW Awittl Yd FWAM"d AMmad a" Shen IN* ICC EVOJ@Wn SaMce, LLC Wmnem M. Reinert, PE 061111117117 OQW M7 O92lr2D17 Approved (847) 9184473 MM M4917 WWANG@pimbr d.n lama LAYaM00a4 AooMIUL&Lft Aa0n vadfor es ]NOW 211■ FAR"" r� lea" Camoapr Pills 12312022 - - Yr Yw WA WA Florida Department of Business & Professional Replietion Building Codes and Standards Proaluct Approval Application Doug Pspf ell 11 laws FL&I1M:1M SagM EoYaLa[ 20 m 9MLPImma &a Mon Ymbo Mmtlllwang 920 A ONMO &Mk mwwm m MMM" NEW Yig!■mal Awasail son Revision 2017 fled NOW ConPonenb Group keo. Sken Lewb ICC EWketloa Servo, LLC VMM M. Randall, PE oat92017 ORWrA17 owirAll7 Appeared CMlgmp: Sbedilfal canporerb (647) 0184473 (407) 681-1917 suactagar: TRW Pled" slewb®agbtMw.mn Cow4dw s Matlack EvWalb Report floral at Product Enk"m Ell* BtJK94E �rdamb0l Alternated for Uft AnomadfwLkn king Main WA &ANAAN21LNNMbffzjkmE 1, NVM 2W011611ilZ sod Eb 3 17W BMANdiee Tnace Mow comadw Pkb 12131/2022 Yes Yes WA WA Florida Deartined of BLm*wn & PrMeesiorrl Reguation Building Codex and Standards Product Approval Application Ddd Pie f a 1 1eDgle Florida Departroard of BtLe6less & ProfessionalSuainess BLd Codes and Standards us �g Product Approval Apptleaflon Datall �ie2gia FlOnda Department Of Codes and&Standards ReQti96W1 ng Product Approval Application DOWN lamill Floridaraelfl Department BuuYd'Bg Cotleg ud&SterldeFds Prollessicanal Remus Product APPr'M^ral Application DataY ldi �a2wa Dade sioLK 20 911111 gaboddn adh 8itl84U 916 1111111111112 20 mid pos amour 9Md rbatta4t 9Wd Enter or add 201 gdeftela 20 BalWAN r9ft Samar go gilt mMEBama gad nut )*" IIMrAod■[ gaum mMe1[&Lk11a YMiaMW,fc 1ki1MW l(9ta11Md 9QaMmW AUMM a" BE vim" ONN&NlMt gB1rM lbbtlriY9tlo99 Y1dMW1L Y6■ada mlmdlW iMA1tarM AMmMd am& mm YMIMS IMmllMlut Sma11n lbllMiltraMM Y1111MM1!!IL 3mm" mWi1W FWAMMeW ammrad a" Mae YImMa adaWtaalc YAd llubmWO ENGAar1 A■MOd Alm AmIalon 2017 mvawk" Cmnpahmb Group bo Stuart Lawb ICC Evahralb SMVb, LLC VARWR M. RWJWL PE 09 t=17 oa072M7 011,21120117 APproned Re, 2017 MTM W4uMM, lan DSVMWert ICO ErWWDn Sav4e, LLC ICC EwkW1W Servo, 10/19=17 10122017 IQFZ 17 Approved Rrvbkn 2M7 MTM 9Mwmes, ale. Mawdread ICC EVWU"on Serwml LLC loc Evaluation Below 10nomi? 10/12=7 /00=17 Approved RMIddn 2017 MTM hwumbim loss. MWIdWM loc EYNudon SwVhW LLC 100 Evaludon SeNb, 10MV2017 10H92M7 11011 1011 Approved Caterer: Sblaabed comporrtdd (847)91044" (407)M-i917 comowr. eked" ConporMfb (314)851-7480 LLC. cabgary: a Campocent 851"m Complier. 86tebral Conpomnb (St4) 861-7480 LLC. s acebear: Trot PbMe Mewl�ege9w.aom a.bQabgomr: Trot Pelt drarLOrm6.awn �5) 509-wort : Tneal BaeGbgary: Thad P4W dwo eweAprM.00m (20G 696BB00 (205 sarbcals0arr:but Plata dwal■nY.00m (205) 69695W Cog.. Maas . EnwMetlah Raferlllom a Cow44 nos l- I I El apetbn Report Aan s Cer.POarree Medteab Ewaetlon Raped ham a coraPtlarrce M.tard EvWatlah Repeal Rom a PaodhW EvWatlon E1lfb Is EvokWM Ell* 13nnEll1mM Pre" EWAMN EMI* ProdbW Product EVMabon Edo 6mossm.Pladob 90SLANWAM MMMMUALU t AaMOdMtadn long 2190 gmdkA ■01 as UM ABBmtmlot Un loW 200 88UL4U BmYL6� Aborgesed far LIM AOearolned lar Y1 lmaw 9W■ 6Li1$ 1 gomLarrooM af1000MLM[W9 ammuLuLm a ba19i 91Md malt 9ai idgmi agam Inlmm i 911BI& ter am■ Eb mat kiram old" KAM Bohm !rl■ we BM*MLQemhm1 Sd)gtol&1IMi1.gb In MM Oktddb.HYM adMerg IRn■■ mat MJA4S g omL ma &RWA lYlore 4 trW BCLi#Jow Wow anew cordon Plat 1213141M Yee Y" WA WA 1 MINN 18 ga. wpm bW Marpt bees wnnectr plat 01101rm Yea Ya WA WA 2 MI is 18 oft ones aorersnta plate 01101/m Yes Yn WA WA 3 MT18H6 to M. high sMrom tries Connector pot 01A012m Yea Ywa WA WA UNILidWO fbML900 11 nomLasm mnm6rdllo PLMN46 gob mm Mon N=dmb L Rolabn 2017 kerak kdce9b, boo Caterer• a41NYaal Compahwe MrbhYgar: Tares Pldn compatem ce M~ E"keseer iabowt an e Product EgIMBaa Enmy mat 4 Mr20 Florida Depefto t o(Buokwes & Prohssioe Regulation Building Codes and Standards Product App-al Applkatbn DOW SR*d David Wan (314) 851-1480 dwalOmtl.udn pope 1 a / MOM$ RMff4U adlMetlYMla Yd oom Y1td" A,*A d arLammo how" a" BM loom omdl9ba loc Erahatlon servo, LLC ICC EvMaalb servo, 1011 VA17 101192017 Ioam17 Approved ROL W" 2017 WTM InduWial, loss I.I.C. Category: atNalfal Conperrab a"seenot saec ra 3 Tn,w.PAN Owp - Mslhtk Ewkwb PAPa1 van a Paodnact EvMetlon Entry lS�.mda1M Drmrtaa Aaoalndfatft MMNMMLMK MlamL 200 Em6mLREmmmSMebM In WAR lbdMlnm addh11M EJa1as mat 209e. mm cot OdtOMM oulkir 3 Yea Yap WA WA S b/r2Mm Florida Deparh7nnt of Buailess & Profassional Repletion Building Codes and Staff Product Approval Application Detail P.P I .f I lame gM19M Cubailk Yetdmom YMttMW su mMW amAgamMl anand pram Dad VVen loc Evaluation Servka, LLC ICC EvMMbn Savo, lon92m7 101191110117 111FAM 017 Approved (314)$51.7400 U.C. dwwLpmltoan a9G all4am Product Doacdoom In "Va gibmLumr mtl■M iA1 70 Be. high sberipa des connector plot oL ilm Y4a Yea WA WA Florida Department of 8lairlese & PrObuicl Reps WO r a 1 a 1 Florida Department of Business & Professional Repiation P.pe t d I Buldig Codes and SWLderds ielb Suld g Codes and Biwa " 11&2"8 Product Approval AppMadon Deed Product Approval Apppeatlon Detail > halm go Blow role glee ad18aa■ glue am l9liL9l isle mid paupwnm ski me inch ■a ■L m9t9rntiln9r YM1MMdmt Y1dMW marks EIGAMrmMl aam■Il am In Y Nboioba sow adMor[.iks 3mood Br YdMM lwm a EWAa®1 ARRSM son R"Won 2017 YVeyah- Rob BekkM *0 kVMrrore Barb, LLC Jowk Rom mn, P.E O 2202017 a8/J00D17 o7198M17 A/eweed A '. 2817 Vnrsdhrhea Rob- 11 11 ICC EvMelbn SaVice, LLC Jtra tA. Rothman, PE 051=17 Oa2a7017 07A7, M17 Approved odpwr. BMW -ad owmwerb pm e24e470 ROB) M1344 comew7. sbu*ww Caafomwb pets) 924M78 OM MO-1344 sttbcebeery: FJtarmre0 Lumber Rd eeLeakMn0weil erptgay: Enalrearad Lumber RabsnINaddlefirdilex"ow Neared Evabatice En*Reped*orna wer.00m Pill" Ewluedce ee AOEeEEvMetlon Repeat froma eaeadatMr ProduER*�� 6�Emomm guisLa■uoM AMmsluLm AalaMlll[lMd Veldt Dada SouLaw Anw&,,WfmUm AMEMMU&ft and 9W1 mat SmgMgtambtlu9ln lum mat IM11M 9a■lttifttli adnkoM !Blau■ 3 TYraerShnld IJiL Lirmwed awns Uaaw 09rJ12M9 No Yes m MM 4 TJ Rke BoWd alluaRYn awnr Lumberwordan" abMd O3p12D19 No Yce WA WA boardm1:d(iarda 2..bcle. Florida Department of Business & Professional Reguladon P.gs i erl Building Codes and Standards floats Product Approval Applcatlon Detail ! Salt m■ car Rft go 91iE1maa elk b= mEdog a nkohm SatrMIM CM OKILLbld MINIM IddMW nuhmw EWLABEREd Aa®ad AMR RWAdw 217 Weyeduaem Rob Baldwb loc EvW Wrt service, LLC Janes A Ratllmen, P.E 08/22/2017 015FAM17 07)0=17 Approved OMaBay: ftud" CamOW-0 SubCab"r: Enamored Lumber CM) =444" (SM OW1344 RobwLBMWWM®wgak. C o tm maetal Ewluedort Report parr a ouesr.GM ProOnbt EVMetlon Eretly Amproved for tit Aoamad.Mtlk! low i11■ MR Pritchett Dusioum 2embdzukmllLRO In oubwk HVNZ mMnoM pressure 1 MkeroWnLVI Wrrhaled Venwr Lumber 03212M9 NO Yes WA WA maaaSagWa Florida Department of Suwon & Professional Regulation Page I d1 Building Codes and Standards fe12018 Product Approval Application DAM FLeaw4b rda 2lkENOW go mm YIWa9 ad..M1[ 2aso lkf■! idwim L y� , EwtAumm amoomE low Revision 2017 W4Yslbe•nrat Raba 11 1h ICCEtapeWon 8arvlce,LLC Jamce A. RCWW, PE. 08222at7 08202M7 07)032017 Approved Cdogrey: ab0daal Conponab MCCabgoW. Engbtteted Lumber (Z53) M 44M (SM M1344 RobMJ3aldwYbweyerhs a?eatptlarhes III I EtMwSon fbpon from a ewer oom ProtAad EV hMm May 911tlOLArm1 Aporand IN 9ee AalaadM[1ka kima add■ matLIM InHVHZ Club" HY i adnkMn $1Mm S Wyahseem r MR Bold oriented Sbwq Board RIM Eard 03/311=9 No Yes WA WA mr9dgttiWl Florida Departm nt of & PlOtaglorlal Regulation pee.1.11 Florida Deparhrlent of Business & Professional Regulation Page i d2 Florida Department of Business & Professional Regulation Page 2 of2 Barg Codes aid Standards leaau Building Codes and Standards WAMI6 Building Codes and Standards 3MOie Product Approval APPlidaddon Dtatati Product Approval Application Detail Product Approval Application Detail 111111 Product Model. Numbera Name NMkv Product Description Cantrad Assuan axdrffilon Office Aumoved for Use in.HVKZ Approved for Use Outside HVNZ Mom ) Desim pjeaauLe, army or ate Pending 18 26 Ge. GulfPBR Mn 26 Ga. GulfPSR Root Panel over ix4 Wood 04/122024 Yes Yes NIA +N/A/ SeWt ` YNimbi"Nimbi"Y HD� ,1� m! 11=0 Conrad Validated ev I(11� Submitted FBC Approval ADMV*d tltlM Punins over 15R2&qud; Plywood -151.7PSF mm YnO� 1f1Y g9� 19 26 Ga. GUIfPBR Mn 28 G.. GutfPBR user 15lJ2&qud; Plywood O4/122024 Vas yea NIA +N/M camwdal COradet Npwem leq Roban OMe 7 aw H. NUYMt Jam Hoy IOM42M mace" 1af1 7 12n2MMw 7 Aeresd awsim 2DI I Gulf Coast Supply & Manufacturing, LLC. Eng Dayld Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 1 OlI0f2017 10M 72017 12/122017 Approved 151.7PSF Re Nee 2017 cat law. Bburob" Caneaeat (613) 66"= PE40122 (3am 586 M 1 Came": Roofing (352) 498-0778 PE-75519 (334) 300-1800 20 26 Go. GIfPBR Mx4 n 26 Ga. GulfPBR over 1Wood Punins over 04/12/M4 No Yes N/A * N/A/ Bt*Catlm: Paaerwb YaloOeced m a Revved SlbCategory: Matel Fiddling Info@pWcosetsuppy-cam IW28qud; Plywood -151.7PSF Neale Tedlftalpa caeepelaah•. MahoG Ewduld on Report tan • Flo ids =*Wered Archised or a Licensed Florida 21 26 Go. GulfRib tin 26 Ge. GutfRib over 1x4 Wood Pudins user 15132&qud; Plywood 04/122024 No Yes N/A +N/A/ -164.2PSF ! E1IabW0a MPe barn a eperea Re•dde ffia Professional Engineer 22 26 Ga. GulfRib Mn 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes NIA +N/Al Florida Read dery 23 26 Ga. (rYrlfRih Mn 28 Ga. GulfRib over l5/32&qud; Plywood 04/122024 Yes Yes NIA 4159.2PSF N/A/ Quality Assume Aparovedfro Use Aureoved for Use -159.2PSF I ggyyl 24 26 Ga. GulfRib Mn 26 Ga.quo GulfRk over 7x4 Wood Purtins user O4/122024 Yes Yes NIA +NMI g�� �lwas AMr�adB liar teat Nveal YodN. Number a Mama g0■g,Qg� in WAIZ t ! 29 PSF mQt �9� M � a M I� 1 00328Wd; Aluminum SV Comp Min 0.092&etd: S V LYkrD aluminum Rod Penh 64M22024 No Vas N/A +NlAI 25 29 Ge. (kalfRih Mh15f Ga. Guywaod Mn 28 G.. GuflRib over tx{ Wood Purtins user OM122024 Na Yes N/A +N/At +N/P/ 1 canal PteCYt or oreeeatar:da Commo Proweb pedmmadp, eel Coma"Unub 0509fM4 alb Yes GYM Nark awn 15132&qud: Plywood -108.5PSF 15/3216qua; Plywood -123.5PSF 2 3 4 0 032&qud; Alumirwm Gulf Lok 1&puel; 24pe. Gulf 6mp 1lia"; 24g.. Versel.. Mb 0.0325,910E APnxnum Gulf Lk 1S&qud; Wile 04/122024 Rod Patel war 1 SW&qud; Plywood t&,NtM: Gulf Snap 24 G. 778qud; Wale Roof Panel 04/122024 over 157325quot Plywood 1&gnot, VWULM 2408 16.5&qud; Wde Roof Panel 04/122024 No Yea Yes Yes Yes Yes N/A N/A N/A +NIA! -116.OPSF +N/AF-131.OPS +N/A/ 26 29 Ga. GulfRb 27 29 Go. Gum2k 28 29 Ga. GuSRib Mn 29 Ga. GVBRID over 15/32&qud; Plywood Mn 29 Ga. GulfRib over tx4 Wood Pumins user 7/1611,qud; O.S.B. Mn 29 Go. GulfRib over 7/1 S&qud; O.S.B. 04/122024 ON122024 04/122024 No No No Yes Yes Yes NIA NIA N/A +N/A/ 46.OPSF -NIA/ -101.OPSF +N/A/ 5 lagaca: V..Loc.032Nqud; Aluminum oar 15021qud; Pywood 1&qud; Vesd.w m1n.03211qud: Aluminum per 041122024 Yes Yea N/A -138.5PSF +N/A/ -116.OPSF 15421ligad: Plywood -101.OPSF 6 1 Saquot 24go. GutiSnap 1.5&peoE"Sw 24gs. 16&qud; Wide Rod 041122024 yes Yes NM +N/A/ Pa" over ISM4,gM; Plywood -116.OPSF 8earen trtteda 7 r 5&wtot 24gs. Versel-oc 1.58ptot VenaLoc min 2498. 16&qud; wide Roof 04112/2024 Yes Yes NIA +N/A/ Panty over IS/62&qu01: Plywood .123.5PSF Code version: 2017 FL a: 11651 8 24ged; 24ga. Meg.Lae Min 24 Ga. 2&ped: MagatLae 185qud; aide Rod 04/122024 No Yes N/A +N/A/ Application Type: ALL Product Marutaduaer, ALL PerM user 157321lquot; Pywood -108.5PSF Category: ALL Subcategory: ALL 9 24 G. Gulf Ldr On 24 G. Graf Lok 186quoE Wide user 15152&qud; ON122024 No Yes NIA +N/A/-96.7PSF Appflca&m Sous: ALL Complete Method: ALL 10 24 G. Gulf Seam Plywood Min 24 G. Guff Sean 16&qud; Wide Rodenh POM122024 No Yes N/A +N/AA93.5PSF Quality A.s1.me EnrNy Contract Mimed: ALL Product ModM, Number a Name: ALL over lx4 Wood Purbu w 15132&qud; PPlywooda9ac Pradi OdpOon: ALL Approved fa use in HVNZ: ALL 11 24 G. Gulf Sow Mn 24 G. Gulf Seem, 1 3/4&qua; Snap Lodr. 04/122024 No Yes N/A +N/A/ Approved for use outside HVHZ: ALL bnped Resistant: ALL 16&qud; Wide Roof PUM owr 1 M2&amd; Plywood -108.5PSF DesW Presque: ALL Dot Fran: ALL 12 21 G. 5V Crimp Mai 26 G. 5V Crimp Rod Panel over 15132&qud; 04/122024 Yes Yes N/A +N/A/ Data To: ALL Pywood -156.5PSF 13 26 G. 5V Crimp Min 26 Ga. 5V Crop war I582&quoL Plywood 04/122024 NO Yes N/A +N/AJ.131.PSF 14 26 G. SV Crimp Min 26 Go. 5V Crkmp Rod Panel own tx4 Wood 04/122024 No Yes N/A +N/A/ Ptaee over 15/32&qud; Plywood -158.5PSF 15 28 Ga. Glf Lok Min 26 Ga. Gulf Lok 16&qua; Wide Rod Penh over 04/12/M4 Yes Yes N/A +N/Al 154211guoE Plywood -161.OPSF 16 25 G. Gulflda Mn 26 Ga. Gulf Lok 15&quoE VAM Rod Panel over 04/122024 No yes N/A +NIA/-63.5PSF 15/32&aot Plywood 17 a G. GIfPBR Men 26 G. Gulf PBR Rod Panel over 15/32&qud; 04/122024 No Yes N/A +N//V Plywood -154.7PSF !3nw4u !sk mm YnuMa IMm[ma1[ Revlakn 21117 Wo Whu Cdaeerr: 86ud fined Cwnpanrb : : Engineered Lumber Coraplwm M.tlee I Evaluation Report from a Prodlad EM mbon Entlpr mat Product doLlhodwN� 2 Paatm Pill iYmnid " SIB Ylof9a moldwan RYVM M 2017 CABT-CREIE Usk kro 1. - 3: 8btadaal cmtporerb suleCstgary: Nablct in0oduced as a PAWN of NealeTe annolepy CeaPWtce Matlwe C&eAcMkn Mak or UdkIg 13t S94"BBin mat 1 Mph SbaMtln Contends Lh*k Florida Department of Suwon & Professional Regulation Pore s off Building Codes and Standards imme Product Approval Application Detail &day W 20e add 21kb Ma 21k good ANINKAlk■M Yndmdm i( viomW mam0d EAGAmmgd AMMM mass Rob aslArkl 100 Evekndm Savo, LLC Jamce A Rose 0, P.E. oarz=17 OB2DW7 071032117 Apprewtl MM 9244478 WM a341344 RobwLM.MwkAw.rmhe wmnmin E■mMABLVE ammndALVE MMao 21Ma 99MMSAUkMML21b In"Wa Oubdds NWR adding faeln PaMM SaW Lumber 03417m19 No YM WA WA Florida Department of Business & Professional Rfulation paps, d, Bolding Codes and Standards IADo,s Product Approval Application Detail adk 20 2Mt81a0b Seusri m9MrLiYotleM ]MUM" xr m9mm ffi.A■mal ANM=d NWm cmalp Pamw Iln&Dab BCCO-cot MYe&Qado 130 0-VAL 1141142017 10MAWT 1121=7 Apprmed (813) WH4641 (Teel 316-2500 donne 0,.Gorr gooLaW hmmmdbtlMt aaunabLum long g■o E Se�■Ri1MMioagnM In Hoc 9MMMLmit addred EAR■ 4. 6. 8. W 121nch wide ebla 09/112018 Yes Yes WA WA ^t^'• ^W W Cn -a > ^1 }a �� U O CU LL ICU 0 ICUO CD An73 CO (D y ♦V Co CX .� V/ Q z z W J Cn CU C: U U) If O ♦'5 W V \V O I.- Q CL O L V� red^ v I V `MU W CW G Q Z Z Q J 0- SHEET NO. PA 13. =11M v g3�L `�°"� z, z rrob F