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Home My WebLink About39701 Harvest Creek LnI111111111111111M I I!''I�IIIIm NpRS,��,\�.�`��a GO�Q\NG C®p� OOIS �`�LE Q �. Ali,.,, ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FUR or Fir. Floor RA or R/A or RA. Return Air AC or A/C Air -Conditioner FLR SYS or Fir 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 FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or R. Footl Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRIG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int Interior STO Storage COMM or Comm. Community KMIALL or KNUall 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 MWor MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or WC. 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 NW. 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 Plt Ht Plate Height WM or W.M. Wall Mounted (plumbing fixture) FIG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) 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 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 191 IN IFil 11, 1791 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 S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. ,pX 1IIIIW1111 1'. G\ 6`. 'r�OFESSlo INN `''��/r�Il►tatti�%w ` To the best of the Engineer's knowledge, information and belief, the structural plans and spe ificatons contained within these drawings comply with the 2017 Florida Building Code - Residerrtial 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q Ep Cp 9 4U NN_iR N N C N ii J ti Qej UiNN? Il. LL a C7 fh r W N �LLLL=F a air Z L W g 0 0 19 E'Ntp mmm 3M¢ a Z IL W 05 °D N N P1Z U� z °v ❑❑❑ W z z J IZ � t� - tV z _�' s LL }J - N W WLU O 11 — � YZ t � � _w � V a S� co w M �za z J C8 N a _� .-Z' roo ~ Q is Ua Zof N � �o az zw� Z mod,, L (n C a s �y yo m i OIL >� J a �b $� �iX o z W a X" Z J � xU' Ir ax COO F� °z�a U 3 0N J '� L ci M \ / m cD •— c ca 00 N T "0 cc = I CN t— 00 (V � N T T- E N y o� Z Z c E O Q N g ifl c d C� � a pre JOB NO: 20-6580 SCALE : AS NOTED SHEET NO. CIS 1 I i _- J I J Imo' 111 11 111 _ i 1 1 fit . I P P?. I _, _ 1 1 1 1 -- 1 1 II !11U 'rat 1111. ,111 ,, 0 v N CM 0 S i j \.J I� 1 CARPET O = 6 CV S3 I TYP @ 1 STORY 1 OWNER'S SUITE lit 8'-0" FLAT CLG. CARPET = O`h N I #2 SYP G S STUDS W/ USP S; HTT4@ BASE 4-SH 1 2668 11 N 1ri!61MI ONE 11 FIBERGLASS SUR%OUND m 60" X 36" _ SHOWER 16" DEEP PANTRY =w 8'-0 (1)p=LAT CLG. ur�� I� S3 BEDROOM 2 8'-0" FLAT CLG. CARPET O 0 EGRESS - BEDROOM 1 CD CARPET .. 8 BEDROO 4 8'-0" FLAT CL CARPET _. 11'-4" 00 2'-4" 11'-10" 3'-0" R ^4-SH ch = 4068 B.F. CID `„ N N r i 8'-3t T-84 8 0,-4" o ' HALL 8-0 _ - - - - - - - - - - - - - - - R&S 9'-4" FLAT CLG. 2668 I O N ---- ----^ CARPET 00 00 9 74- RG 1/1 s A 9'-4" FLAT TILE- D.W.11- otoll. • _ L - - -i o I H1 I I lu 1J r V-0" T-5j" I O G HANS N 3 BOX @ 36" S I A.F.F. 9'-0" I 3'-8" 2'-8" 4'-3" 6-10" Y-7" I I I l t` 2h_9' Ej1 SOP CEILING o OI /r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- PATIO FAMILY ROOM AV- 4'-0" // VAULT. CLG. CAFE / CARPET VAULT. CLG. / 30'-0" CARPET /C z 1° J _ W FLA (- FIBERGLASS SURROUND _ R&S IT OPT. D K 1 - °' I K 2-CAR GARAGE S3 8'-0" FLAT CLG. I EDGE OF SLAB 2"� BEYOND WALL DRYER VENT rn THRU ROOF 1 20'-9" ENTRY 8'-0" FLAT CLG. j40681 B.F. n o> (0 = uQ cr CM O d w S3 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N 0 v HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 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 20X26 184X251 S.H. 13 20X38j 18JX37j S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 62 j S.H. 16 20X72 18}X71j S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 11-13 271/4X38J 26x374 S.H. 1 ti4 27 4 X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 J X 26 36 j X 25 112 S.H. 23 37 J X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 } X 50 S.H. 25 37JX63 36'}X621/2 S.H. 26 37jX72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 j S.H. 33 54 X 38 j 52 } X 37 J S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 J X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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" rA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 O +26.6 / -32.2 GO SEE SN SHEET O 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 F+34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. CV TYP. 2x FRAME WALL 0 INTERIOR BEARING WALL 7r INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM A 35-SH HBO AREA TABULATION O53 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 16'-3" 4'-8" V-4" 37'-8" 10 6-0" 15'-0" " GARAGE 427 59'-4" Vol FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYP EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN E L E V A 1 EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1GARAGE SEPARATION R-11/R-13 KRAFT FACED / SCALE: )4e=1 r-O" (GARAGE / LIVING) ,,,,�•,��1��111tIIV'� r �'. gRJ P 4,1SE ••.,� 5 ate' R taA a •,, �,,�1 E SSI l l iI 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 - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. g o 88, U Cs cli 53 C14 LL 13 13zo u- LL a ,;MM 11! W Z 2628 R00 W z I L L oo CI)�_O' OIZOLO 'n NZO� N OU ❑❑� W 0 R z z � - N U W � OW t,n 8 C N � V Ras ~ U =® �0 � N �� z J � z a w �o o ® go a E 8 U� i8 O< z N f0 L °do <O Wz w�.. n3 c = U m0 oz Z z� N J �m ,z O w� �O u 3 J dN B W ca c cc 00 LL N 0-. co CO .T� = c' r OO P) N N T T iu M T.- o Z Z N O E H :: c IL U � q p JOB NO: 20-6580 SCALE : AS NOTED SHEET NO. 1 O co KITCHEN ISLAND KITCHEN T (V LU Lj 1 4 (V OPT.<V REF. 0 KITCHEN MIRROR O n 0 cc 0 C'M NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE SHWR. SHWR. % VARIES CURTAIN HEAD RODS T TLl ROD z U) 24" TOWEL BAR TOWEL BAR IN a W ON WALL OILE BOVE TUB OR SHWR. w TOWEL BAR CL ON BATHROOM WALL MEDICINE _ SHWR. o a CABINET O0 I _ VALVES _ = o TOILET CO SOAP oI PAPER C° o DISH U 00 HOLDER 1 �r 0 H 0 - CL _ CIDU-z LLz t o I Cl) CD> (V % p M LT ' - ' - 1 MM MM cv B FIN. FLR. BATHROOMS, SHOWERS AND TUBS OWNER'S BATH i MIRROR 0 60 O r Q M BATH 2 INTERIOR ELEVATIONS SCALE I/2"=1'-0' 42" H UPPER CABINETS 36" H UPPER CABINETS 1�6" FOR LINEN 30" H UPPER FOR PANTRY CABINETS 12 -- SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP 30" H BASE CLOSETS/LAUNDRY 0 LL LID a C° 0 2x r a U? °0 FRAMING 1 i T 1 /2" GYP Cl) BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - LIE PLATE — ISLAND COUNTER III � o (V CV FIN. FLR. CABINET BLOCKING SCALE: 1/2"=1'-0" 1 O c,6 VSE FILO ., To the best of the Englneers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q 00 g N i! 0N C # pNp LL Lu aaj ri�� LLLL a M M W v7 Z g - oJ W re�� In d WGo Z ILN r��pjO' a �oN Lr) M Z Q O U ❑00 W z Z z Q - N v� z � � �(n W � U � � 0 V) W c „ W L U Q • smid e M J ry 1= c v� o ¢ c0 z0 Q 0 ca i �< oa UO �� Na ¢� o UZ y 0 ¢ z ((f�i ai fA J � Q • $ Q W 0 U az � W ,z T wu. mW a �LL 4 �o 0 C zIa U T3 —17 .M> � 00 LL < C O m v CD r ■T� cca = N r OO CD � r + T N Cn rn o z Z E E d r 0. tJ JOB NO: 20-6580 SCALE : AS NOTED SHEET NO. 2 ru. l� nr'I 1"x10" SMOOTH TEXTURED BAND I�II�I 00000000 IgI ICI ICI ICI ------ -- ------_. Mail�e, FRONT ELEVATION - Al 16'-0" RIDGE VENT 12 5� SCALE: 1 /4"=V-0" 12 5 4'-0" RIDGE VENT 12 Z'Z�' 5 LEFT ELEVATION - Al : 1 /4"= V-0" HEEL CV T.O.M. , HDR HGT. �V 0 0o co r Zo F.FL. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. 13703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portiand cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. '1001111 Hill a e•J 6 OLu o C7 ,g -� •• FL. ,r}p£Sa10� 0\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. /W p cp 8 N lk N I• N N C m NN u_ 1� 7t W tqn� LL a Q yM� I w LU �LLLL an.W Z cca 0IX° mg XSO J :� N CO WIL W 092inw ¢ 2 Z 00 N Z CL Z N OU ❑❑❑ W z C4 z - N M N Z C1 v � o u- W � � U pW 0 ,.,G) 8 �N r w E zr— N Cq M • see Cq M c M Z o w Z LJ_ o. E w oLL z® E 'T _ Z U o�c oa U H Z O N l— ¢z wo XZ a� a� L • @ C ¢O ms O ZLL Z � N N J N orb $ 0 Z o a W a U ado �w �G o oLL Jz < �� 3 N NO u3 J 124 c `° 00 N LL. _ Q C O CEO N T fa 0 = �± O ■_ 04 T— I oo � N r N 0) T_ r- M cr) � C CN N c, a Z Z E 10 E a 0 _J a o JOB NO: 20-6580 SCALE : AS NOTED SHEET NO. 3.1 N 0 S �R T.O.M. HDR HGT. o TEXTURED CEMENTICIOUS FINISH ON C.M.U. ifl (TYP. ) 12 _ 12 5� �5 6'-0" V-10" --------------- ------------ ----------- - OEXTEN VERHANG M11 - OVERHANG TO BE CENTERED ON DOOR 25 SH 25 SH F.FL. 50GD - - 3'-0 RIDGE VENT 12 5� REAR ELEVATION - Al 16-0" RIDGE VENT SCALE: 1/4"=V-0" 12 �� 5 T.O.P. T.O.M. HDR HGT. ----------------------------- - - - - - -- ----------------- - -- 1'-8- TEXTURED o - CEMENTICIOUS CID CID FINISH ON C.M.U. (TYP.) 25 SH 25 SH FL._[ --------------------------------------------------------------------------------------------------------------------- ---- 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 frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. WN (0 % • . h �O Q:r2 r G ` OF E 3 S10" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. pip Q tN�pp N i! N I CM S n, LL 0 n i - m � J - Lo ii) rn N N LL W (L 4 aj C4 W h raU.LL a 4 Z JL� 0X cO W m rn Z NZ O Cl) N z 0 ooa W Z � z s (D v J — N l0 N z a o � _J �N w � a_ V — f 0 w in� • Q Qr• M co =g W Z I _ Z g o EEE �° O z• U Z ~ CL NM U xU °dam U WZ a: m ao 8O Z _ U y O OLL Z Q W a � J mLL v z0, l< °;• J �N m W '> c ca 00 N .-. N 0 T ai M C ■T� = N r i OO � N e— T N r M °; V N y rn o z z m E E a U JOB NO: 20-6580 SCALE : AS NOTED SHEET NO. 3.2 -- lit 1 ! I l r 1 iilrl VARIES 1'_1011 1 CAP CAP 2" 2" *NOTE: 1" N FOAM TO BE USED Ill RADIUS ONLY WHEN - 1/2" RADIUS v REQUIRED BY ^ - 3 1/2" RADIUS `; cv SPECSCOMM. IF NOT, " ^N i� 1' •r to 1 2 OPENING VARIES 2° I2 I 3/4" RADIUS DETAIL TO BE 12—' BUILT W/ STUCCO. 1" 1" 1/2" RADIUS 1" 1" iv 1" 4" VARIES - - EDGE OF 4� tiN 1'-0" 1• OPENING VARIES 1� _ 0 22" VARIES 1" 12' VARIES 1' 1' N SIN 1 1/2" RADIUS 4„ 2" 4" � � T- � 2 1/2" RADIUS 3a"" c�v ck Zo VARIES 1#"^ 11"" N co �r<r �N 3" 2" 1" 1" 1" BASE • BASE „r 1,_81. r 4 , O • N N 12" � *NOTE: VARIES 8" 2" FOAM TO BE USED 3" ONLY WHEN _ - REQUIRED BY a COMMUNITY z 1 SPECS. IF NOT, 1" OPENING VARIES 2" ' 1" V-4" DETAIL TO BE 2^ 2" ZIEBUILT W/ STUCCO. EDGE OF 6„ 2" • OPENING _ 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, 10" " the structural plans and spedfications contained within these 4" drawings comply with the 20V Florida Building Code - M Residential6th Edition. Engineer's signature and seal is only for v Q 101, 6" the eels structural engineering re and sportions of the drawing pages bearing 2l. 4" " W it z EE to ��pp _j = e 0 jtn� J W ari aj M M � W y z s M JLLLL a V C J fl W J 4 6" �, ' N mZZZ m J Z L�� 00 O ^ 2" 4" 3, 2" 2" iv �N Z N o v o > > N M Q U F- J N Q Q M ILILz Om b W O v ❑❑❑ E5 21^ 1-1/2" THICK„ Z a z 2'-4" . a_ o " V-5" 52" 1-10" —� A„ `r N ]� T i 00 54 1 �� 3�� N - ■ . z Oco `"" : 4 ", J O VARIES VARIES Q O 1n N N j Ul 2 N (Q — •`� co w = t VARIES VARIES c 0 • _ Q � " 1 0 r4-1 8" M 3 m w a 6" 4" KEYSTONE F11 0 00 iJ Ell KEYSTONE F11 U- o N r46� iv �1, OPTIONAL OPTIONAL a E • r sLL / s i --�7y ^ tV (V rp o o o oV � zo 00 io io Q 4a' io R Y4- f2" — E °o a to ; v 4q�" et" z N F� Z J 9 4" GARAGE DR. OPENING 4" a 4" WINDOW OPENING <go E I�.I v 1 W C o LL NOTE: - v = U < W `v • INSTALL OVER STONE, TYP. z W -' a �" VARIES • FIN. TO HAVE TRADITIONAL a 3 8 o LOOK & SMOOTH FINISH W 3 o cg G • FOAM/ EPS MATERIAL IS LL cACCEPTED w< NOTE: a co is g3 E • FIN. TO HAVE TRADITIONAL LOOK 8� 1'-6" 14" 1 2'-1" 1'-4" 2 N S SMOOTH FINISH a J • FOAM/ EPS MATERIAL IS ACCEPTED 5j" 1'-11' 5t" j 3'-8" 7" m 4„ 3,_0^ 4„ a 1 " _ �'✓ c7 101, 1 � �� 10.. o iv �- • C CO io '� f0 _ N a N N z O � Q C o N �- m , o _ mo ~ En I\ `� 2� d' = T 70 � Qi " `i N oo � 04 N r [C%q M z Z 4-1 go M • 7 ` E Q m N �A4 a fJ J Q p J all1' 1, Rr�° 12" JOB NO: 20-6580 S SCALE : AS NOTED 1" � SHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) F1 AM • ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. FEED — INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 Y14 copper to lights & outlets NEMA / 10 Y12 copper to 20 amp ckts 200 AMP 10 Y10-2 copper to WH Y10-3 Copper to Dryer METER ZI r or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable, 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying With UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 06 WEATHERPROOF DUPLEX OUTLET 0GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Flithv SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH FOUR-WAY SWITCH .q)4 $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 O EXHAUST FAN -� IQ/ EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) VEN PUSH BUTTON SWITCH (OPTIONAL) l0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER JErL ELECTRIC PANEL _E*—J DISCONNECT SWITCH ROUGH-tIN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. COLING FAN W (1) PHON4E LINE, (1) DATA PORT VERIFY METER LOCATION ELECTRICAL PLAN - ELEV-Al SCALE: %4 "=1'-0" 0 N 0 N rn 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. W E s 88 eo �p NN_ ik 0 LQQ N N ca ' rn N LL ' iii Q (Q r 32 0j M M WL .J CL W U.rn d 0 IpLLLL W Z t£J Rig 0 0 �j R N m .J Z ILLLWJ ti N M Z G a � O z ° OD❑ W z g z Q W13- _j tV M Z v G Cf� (j w V � O wQ) 8 V) ul Of d '® w E t 8 = 01-1 �0 N see o Z fM7 i 1 O E >?c f6 r6 o z o U p O E xU lip �p iY Z ZI N M wg ��U WZ �L4 CO C UY m MO Z OZ Z J O v �Z a 8 W U -) ado Z ,�W _- z �F zlit °I: J �N ^� ai B all \W / cn •� c Co 00 C Y O a) 2.0 T Qi ■ r. f6 O _ CN r� T I 00 (R) r T N T M ; N M �; rn o Z z E C y m w a 0 � "0 o °; JOB NO: 20-6580 SCALE : AS NOTED SHEET NO. 4 I .IT I I - I I I T I III I fill, I I I T I, I'll 0 11 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 ,-0„ 1 _g less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster o (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 5:12 SLOP shingle -fashion in a manner to prevent entry of water into the wall ... I cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. ..... N W • Intersection of chimneys or other masonry constructions with frame walls. Ly • Under and at the ends of masonry, wood or metal copings and sills. above all ng 01 • Where exterior porches, decks or stal�rs attach to a wall or :Iri ; ' ::::::: : .. floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. : Attic Ventilation ZONE-2 : 5., Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/1W of the area of the vented ATTIC SPACE space. The ventilating area may be reduced to 1/300 provided that at least 40% 4'-0' ROOF VET �� I but no more than 50% of the required ventilation is provided in the upper portion of �V the space to be ventilated. Upper ventilators shall be located no more than 3 feet 2276 SQ. FT. Je' I (measured vertically) below the ridge or highest point of the space, with the :12� SLOPE 16'-0' RIDGE VEW balance of the required ventilation provided by eave or cornice vents. N `j�Q I **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** RIDGE I RIDGE VENTS (Values to be fled with Manufacturer SQ. IN. OF NET FREE AREA / LINEAR FT. •OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA f UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 4'-0' ROOF VENT :: 5:12 SLOPE I Coastal Flashings RIDGE All flashing material for coastal locations (ex: within 3,000 feet of the 3'-0' RIDGE VENT I ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood \Q preservatives per the manufacturer's recommendations. � � I 1 1 1 tiiA N I I 1 1 r II 11 I/ 11 I 4 I I1 1I LA 0 in ROOF PLAN - ELEV-Al_ SCALE: Y4"=1'-0" ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1l150 Rule (No Upper Ventilators 1/300 Rule Ridge Vent Amt Off -Ridge Req.) (Must Provide Upper Ventilators) (Ft.) Amt. Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN, of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (� Elev ) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. �0.`tl111$tlti?ffF,�j` !. i �s�f�Jtdtldtl114��!`��` To the best of the Engineers knowledge, information and belief, the structure) 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 potions of the drawing pages bearing Engineer's signature and seal. C 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 LLI N CL 4'-0" T-10" 4'-8" k 4'-8- le 5'-2" It 5'-10" f t I CONTROL JOINT DETAIL ................... ........... .............. i,7 .. 7.. ........ AN I . ........... .......... .............................. 3-1/2" MIN 2500 PSI CONC I I• t I SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I ; ■ o (3000 PSI CONC. SLAB FOR 0'-0" HERNANDO COUNTY ONLY) T 13 - CJ T-2" CJ 1 CJ T11 -I rf7 CJ CJ co � , I I .■ = te M 0 &0.-0" _....... N --------- —.:: ................................... •..•••• c A CJ TCJ CJ IT 111 I�• °Q 11 K (2) #5 REBAR S3 i o VERTICALS w/ in I I I I t j 118" I: I FILLED CELL III 23'-11 " 2'-10'. s I I I = G O K � in 12'-6��'-6"x1'-0" b" I W/ 3-#5 E.W. S3 CJ __ _ s�NL<�r(DISP �F---D.W-- I N ' 1 i t AND I I I I CHASE TO Ell { �l :III I J ■ LOW WALLS SKITCHEN .I............ � •• IL=--� IISLAND .I........... L---_----_-- - _-_ • ; t I S3 - EDGE OF SLAB2" ; — r — — III I _I (— � t t •• •t BEYOND WALL c� oo CJ I — — — — — CJ CJ I I _ CJ r- I N in 4'-0" C, I S3 :: :: I' : 5'4" 3'-8" 7'-8" OPT. D 41_.. I::-31/2" SLOP I 1 37'-52" I 121'-2a" F 32'-8j" 5 3 112" (2) #5 REBAR — • • VERTICALS w/ in I I = � ' '� o I L I PROVIDE 1 Y2" RECESS `' I HVAC CHASE I I t\ \ ... FILLED CELL BASED ON \ W H LOCATION I. I FOR SGD. REFER TO T I L TYP MASON'S SLOPE FOR �-- I WIDTH CJ I I AJU---_------+—------- J I: — — — — — : I INDICATES FILLED CELL w/ 3�0 — — — .......... CJ C L — ~ ■ ■ ■ ■ ■ ■ N AS REQUIRED 0'-0" PSI CONC. GROUT FROM FT. TO I �STEPS I BEAM W/ (1) #5 REBAR VERT I 2'-0" 4'.0" 2'-0" 6'-0" V-10" 5'-2" I I io 01 o PER FIELD CONDITIONS I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. r: TOP OF CONCJ PAVER TO BE 4' _ 31/2" SLOPE `t = BELOW FIN. v _ CO DOWELS 5" EMBED W/ 25" EXT. "' PROVIDE Y2" x 9" N "' L — — — — — ABOVE SLAB "GRADE 40 STEEL" — — — — — — — RECESS FOR FRT. DOOR ' cv4 ................... .... I ........... i ................... ....... 111 p q H.B.+ L S3 S3 T-O' TYP 2'-6" x 2'-6° " x T-0 T-1 "L 5'-2p _ V-0" L 2'-9" L 5'-2" _ 5'-1" L 6'.4" _ 5'-0" j,-O„ W/ (3) #5'S E.W. 15'-0" FOUNDATION PLAN MONO - ELEV-Al SCALE: %4'=1'-0" SCALE: 3/4" = V-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *Alternate: -he reinf. bars shall be :ont. around comer by cold ending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ti � • GEN _ U {J0. O -3t rid � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 8 N to Cnp O O N ik 5 N N � t� tV LL uj aOr r:N�_v UJ. LL a M M W N a 1033 � U_ a 2 Lim R ° o J W �grnrn ¢ � LO N t)2 O J W v ❑�❑ Z Z � Q � J O4-J LL O c U t � M i 0 W zC7 a� �o o oz® i >� 42� U oa UO �U °Z O E N aF o � p o az it � w Z d r_ (Q C/) C a ZZ ° zo U W 3o NLL O w� z1% Ov 3 .2N � c M 00 N O .-. W r o I oo CD r T- N � ,- ' N CO � y 0 z E O m m C a 0 J Q p J JOB NO: 20-6580 SCALE : AS NOTED SHEET NO. 6 - _ ^_ I - ! "IF 1 "! 1-1 "j.py 1 9 1 1 11 1 I I UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 1 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -1Od x 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. /(18) 1 Odxl -1 /2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)1 Odxl-1/2" HTT5 5795 5/8" ANCH. /(26)1 Od x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 '* 8 - 10d x 3" JUS26 1000/1080** -- 8-10d P HUS26 1320/3235 *' 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -1 Od x (1) 5(8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 518" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V I LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 1 555 1 12-1 Od x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17.19 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (--). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x Y 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 A2 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 n.110R2 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY 'ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" ttt '; �,��Z�11i1119iFSl P 4NS. eO (w ` � fl'\Y •�" 0 1 N E�r,rl ft/fit tt f I1tt1��\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. w W Q g 8 N N ik V N04 r J di N rL3 ` C LL LL a.a aj v)CM W W d "0 0 J ILLL G LA8 = 0 0 E W -15 Co m J �2�m CLZ 00 N cr)Z 2 N Q O J ° 07D W Z z Q � rz � W N Z -8 s �Ln LL t'6 U W � 0 a O W g N �N C N S .. '® w ~ E r 8 _ c S� o W Z M L- = o 05 . za 2 >p aE N U a � =e 00 z 04 ro t K . cg �o oLL J a� �z y� o U W L" a v LL a o w� �o v zl< > •� c 00 N Q o U Ems- T O) 00 ._ cc O = 04 r I 00 o N N T TLO- E c :3z N M rn Z O E N LD «: a 0 a o JOB NO: 20-6580 SCALE : AS NOTED SHEET NO. 7 1 1 - - ! "'- Mr• I WIMINIMEW1,1111 s "111111MM '11A1 .,n 171 II I I 1/ IV M � _ L; CEO • � �� FLp `` ,« 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 - Residentiel 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 114 � C LL inr-" LL LL a M �i y cNO W !A J ILu- d d Z M M O O W .� N m m J 8��rn a LLZ o °D cv z Ix o vs N M Z U� � W z Q � U) Ln - N �4., LL 'LU N to 0 w s N W � S t � c U) Q N w z M z Q J LL d O z WO ¢ w O f>Z Q� z a @ v� z ao� wW ZoE O °dz ww L fp N C i� m O NN J N OS fy U CL . �� U a z W W a4 CD CD N Z yy � H a `7 3 .0 C-1 J cc •� c 00 N < C m U Cfl T ■� to = N T I 00 N T N crcr) T W C N V- �; 0)z o Z E p oc m a U 0 JOB NO: 20-6580 SCALE : AS NOTED SHEET NO. 8 on min is I I i �, ,MI an,R"VIII, :,il_mIII NII I I III I I 1-Li I_ 1 11�1 11 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM 0 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 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6ITMS 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 517MS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 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 2.12. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEMS 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 2.13. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3l8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS, 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, 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 = 40Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.LS.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF, FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall n6t be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative oementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rpinfe11 occurs before vapor retarder placement, retreatment Is required 9. FBC-R R318.1.5 - Cncrete onterpo and mortar along the foundation perimeter must be removed before extenor soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier mu% be install,�d afte[ construction Is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy willbe 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 T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 TYPE: 5B MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. r CN •'• 'Zf F L O5x To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings amply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q O a8 NNi! (� cm c _j u Q rnn� u�LL y M M W h 2 t �-Q� o W m J N (O m0 m 7 � rn2pjO' J o a Z IL ILW L00 " NO �N MQ ( 0 Z V ❑❑❑ C9 2 � z N co z � Q J - a (n V./1 - N z m U' o U w � a V) W w e 8 t U Of flo-il M J E 6 w2 QO } QN Z tZ o E V tN O E CD �0 U U ap z oa UO =OV a2 Z CV rC i < W 0 o w mf rp C� U Oo LL 2 Z (n J Wm �b 4W f' W T U u LL mw = r Z m� �8J� �= °5 0 3 .2N J W B ■> c Ito 00 CN a) .2 U CO o) N 0) r 00 r r M N W rn z Z E E m 1° a. 0 9 ¢ o JOB NO: 20-6580 SCALE : AS NOTED SHEET NO. SN Y W w I 0 I'll ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 11 U, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 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 ,Hood 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" 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM cc w 41 STD. 90° CONT. #5 AR —� > I HOOK F BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small ?; min. 2" ) gap max. � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topflanguthe ofcuts. - Birdsmouth cuts. N.T.S. -- - Under 2nd floor colr rmn w/ Inane N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" a - c� STUB -OUT FOR 0 o GAS METER -' O 0o • 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. 101-8" (2)16d TOENAILS 2" X 8" @ 16- O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHE ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —I 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 I lse 3" (10til nails at 6" ac. Q1/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— bt k,u I ANTWrlthkt IN CANTILEVER THE WEB. PROVIDE AT — LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %2" NOTES: DO NOT CUT HOLES LARGER THAN 1X" ROUND IN CANTILEVERS. 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. 1Y" 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. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d -8 BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7 " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS �1 l r 2X TOP PLATE 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION 411N. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM i. •: ° SEE PLAN FOR °• .. • FOUNDATION INFO ' a ' d' ° STEM FOUNDATION GRADE REINF. SEE PLAN \ Filler block. Nail with 10-10d nails. a Backer block required where top b mount hanger load exceeds 250 lbs. � Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �� LOCATION OF ° SECOND H10A SIMPSON H10A �° (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE ' •O d .. d CDZ r♦'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 °a ° / ec G a a A d d a 4 a SEE FND. PLN. SIZE & REINF. In �.•f �� S E•�� R SIQ`4? VA To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a co NCB N N N 0 N J 0 n C 0) @ N N 12 LL LL o- Qre W 'Lu z r @ O W Cos I&I L J � a Co 0 N M � O J z Q 00 ❑D❑ W f7 to z z o v a. N N - Z a � o .2 C5 u, g 0 W $ N c N w � zW I < � W M M 2 Z LL 0O �aR �R Iz ca_ o� z0 �0 zO E 3 ap �o tt N M ao 0 m0 N c _ U f o 6 Z kU w 2.j0 ]U :E U 3 S0 a. o Jz w �� t_ Mill I` 1% ° N J to ^L1 B W C7 '> c 00 .-. a CD a.2 U CO N �./ (D kw c V of ■� = N r" 2 r— 00 rn r r W O tll Qi z z E r a oc U ¢ p JOB NO : 20-6580 SCALE : AS NOTED SHEET NO. SN 1 V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & Ci @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 L b. n ° (2) LAYERS TYPE I OR TYPE II S8-4 (#15 OR #30) UNDERLAYMENT - FOR ROOF PITCH 4:12 OR LESS. FOR UNDERLAYMENT REQUIREMENTS SEE R905.PRE ENGINEERED WOOD - lip TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH�P') VARIES TRUSS (SEE UPLIFT SCHED.) W/ +� METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSuLA rION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE „ �r 5/8"OR 1/2" HIGH STRENGTH —/ (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"0016" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. ot OR 5/8"x10' WEDGE ANCHOR @ 24" 2 A.F.F. O.C.) " ° ° ELEV.4-3 1/2" z %�31/2" MIN. ° ° ° ° ° ° ° ° ° ° ° ° ° ° O .. 2x4 CONT. ° ° A.F.F. ° GARAGE DEPTH VARIES ° 31/2"(min. -4"Ti g ° (2) #5 CONT. 4" GARAGE SLAB AT STEP B TYPICAL BEARING WALL Cad STEP 0 SCALE: 3/4"=V-0" S3 "SHEAR WALL" ral -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR V8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW •2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. {1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". 4NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ 10 10d NAILS IF NOTED, THIS REFERS TO THE ( ) STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL ATTACHMENTS 2n 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH (,-31/2" MIN.Af I T 1/2"(min.)- 4" 1/2"(min.)- 4" T °O srs ° �,�. •. 31 /2"(min.) - 4" (2) #5 CONT. I. U.N.O. SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE:3/4"=V-0" S3 7 SCALE:3/4"=1'-0" S3 cow" RE�� EcS�cJ BOARD PER CODE (OR 5I8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — cs GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C e W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. --� ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ �o 5 SCREWS @ 7 O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \,/ 1c (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` FOR WALL HGT. s V-6". (2) ROWS 8"x8"X16" KNOCK -OUT APPLICATION NOTE: 2x BLOCKING @ 3rd PTS FOR INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION WALL HGT. > 8'-6". PLAN SEE CC/S3 OR �i LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" " (10)10d NAILS NAILER BOLT INFO. 3RD LAYER 1/8 THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) 2x P.T. PLATE W/ 7"EMBEDMENT MIN. SHEAR 5/8" x 6"EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD ( TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600# s (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24' MIN. LAP] SPACE ANCHOR ) •� *SIMPSON SP1 SPACED EVENLY FIBERMESH #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 E W/ (10)10d NAILS �„ WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH 2x P.T. PLATE .� w ARCHITECTURAL TYP. c PER MFR INSTRUCTIONS w o ° o FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR U " GRADE _ _ �— n ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy740kSS1,I) a r ' ° 1x2 PT WD FURRING @ 24 O.C. v ° __(1) #5 VERT. IN FILLMONO OR STEMWALL D FINISH GRADE ao " [a4[GRADE 60 MIN. Fyp .. M t> • 25 MIN. LAP 30"MIN. LAP] 1/2" GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN D = = w ° i' U.N.O. FOUNDATION PLAN FOR CLARITY D O0 6 MIL VAPOR BA7RL ° .' v — FOR LOCATIONS) D p D ° D I=) I I=1 I=III=III=III=� N z #5 REINFORCING BAR R 1 7/8 1x4 P.T. BASE NAILER I= —III—I —I I —I I= i " ' #5 LAP SPLICE (2) #5 CONT. — 4"x4" INSPECTION o° I —III —I 1=1 I I —III —III —I 31/4" BASEBOARD PORT AT EACH NOTE: g ° D D I =I —I I=I I=I I=I I = ° "' 36" MIN. LAP [36" MIN. LAP]ON 3"CHA*FOR BEARING WALL I1 I1 I1 I II—I COMP. SOIL. (COMPACTEO (TYP.) 8° 1'-4" 8" FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ _ — _ _ —i 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY — — — —__ — — 10" MIN. 2500 PSI CONC. SLAB c) AT GARAGE CONTRACTOR I I I=1 I =1 I=1 I=1 I=1 I I=1 I=111=III=III=1 I=1 I=1 I I=1 I I=1 =1 i 95% M -- -i I-1 I=1 I I=1 I I=1 1=1 11=III=I 11=1 I I=1 11=I 11=1 11=I 1=III 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER TO CUT BLOCK OR POUR=1 I 1=III--III-1 I I —III —I 1=I I 1=III III III — MUNICIPALITY. CURB DUE TO SLOPE — — — #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT G w1 AAvv IA wwF OR "FIBERMESH" E !6 , N DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 M ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR z '' min. 4" BARRIER a COMP. SOIL. ° '- °O _ (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) - 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD 90 HOOK (SEE 4" SCALE: 3/4"=V-0" =v GRADE (1) #5 REBAR w/ OPT. SGREJEN ENCLOSURE ON 3" CHAIRS TYP. 4" 1'-8" (2 STORY) DETAIL) MIN. U.N.O. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY IEXPANSION JOINT CONCRETE SLAB 14 O.H.D. RECESS Y z 13 O.H.D. RECESS E d. PAVERS = �. 4" °Q ti. SEE AIS3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' - (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR) ) _17�\GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) - SEE ROOF PLAN S.G.D. (U.N.O.)� I WWF OR FIBERMESH P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CD CONT. BEAD SEALAN • . INTERIOR d. -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB A 00 C m � _ et• co 6 MIL VAPOR BARRIER 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR FOR TRUSS " CONNECTION INFO " " & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURALr BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Cr a j w 6x6 P.T. #2 SYP —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR w Lu UJI Cn ABU66 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 Zz__1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR r 6 x 6 W1.4 x WI A `I SIZE AND REINFORCEMENT) WWF OR FIBERMESH a BRICK PAVERS or SLAB PER " COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 SEE A/S3/J/S6 --` FOR REINF. INFO. t OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD E !�t CONT. FOOTING STEEL MAT REINFORCING. c!� ' M 00 9 GRADE — a d M I 11 Z I=- W W 0 o N = 1111 II 0 . °. I TI=1 1=111 Z ILL 0 _ ° ° d = = - ih z 11=1 =1 1=1 1=1 11=I I FEE] I —I I I-1 11= _ G III I i—I i I I I —I I —I 1 11 I-1 I I —I I I- ' FooTING 0 I I� i it 111 i it l l� ll l l ,l l -III-III—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 :o- i . 1\1\\ti►it Idi!//� N o��✓ � 0 JAG OF: �4 -;' 4 FLOC 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 - Residentisl 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. III.o g ivmIS a o04 N 0) AL W'F- u-LLa '4 y M M W y ILLL a Z �M oo m J • @ N W A pj0 Qua J � a Z N M O J Q z 0 C E10 0 W z N zgj J — r CD o W � U � —� O ., v) OfLn y f6 �- U Gi Uj Q Y sr _ M y � a W 2 ILL. QEE g � wLL == �� =® U0 oI o � �`: WZ w (n C Zz oy m; Oz Z tq J ad 8 �z o a W wLL Lo W �k J it O N= ni ef• w sw za oI o3 � N � L (D co CO N 0 a o m v CU 0 100 T LO Nr� ce) r- N iri rn z Z C C:) to E N y C a 0 � a o JOB NO: 20-6580 SCALE : AS NOTED SHEET NO. S3 (MONO) 9 1 rR SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP.SCHEDULE) ELEV. SCHEDU E)UPLIFT NECTOR (SEE (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6/2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8° 7 5/8" 8" 7/8"STUCCO FINISH PER ASTM C. TOTAL CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS THICKNESS 7/8"Y OVER ERS /MEETAL 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ LATH. FIRST 2 LAYERS 3/8" THICK DRYWALL NAILS POINT w/ (3)12d SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8"THICK. TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK CRICKET AS REQUIRED PLATE WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ FULL 8x8x16 BLOCK SIM SON SP2 w/ (12)10d HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ REI ❑ NAILSAT EACH STUD TRUSS BOTTOM CHORD OR 2x4 FACE OF BLOCK WALL IS 21/4" DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING @ BLOCKING EACH END/ 2-16d TOE NAILS TO DRAIN FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v TO BLOCKING WALL ❑ O/C FIELD v (2) 2x HEADER WALL CLEAN -OUT A ❑ ❑ " 2x TOP PLATE " PER PLAN SCALE: N.T.S. S4 ❑ID ❑ 2X4 PT STUDS @ 16 O.C. 2-16d NAILS @ 24 O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE _ VARIES SIMPSON HETA20 w/ 8 10dx1 1/2" O.C. TO EACH HEADER FACE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR 2 x 6 MIN. FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD RMAIN SPAN OOF TRUSS (MIN.) 2x P.T. PLATE EQUAL @ 12" O.C. MASONRY LAYOUT rD MOISTURE BARRIER SEE A/S3 FOR STAGGERED FROM BOT. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOWrB'� UPLIFT CONNECTOR REINF.INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. ° SCALE: N.T.S. S4 S4 AND FILLED W/ GROUT A 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL (Np) SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 90 HOOK IN K.O. BLOCK TYPICAL INTERIOR NOW TRUSSES @ 24 O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j UPLIFT CONNECTOR 5/8 DIA. x 8 J-BOLTS AT 6-3/4", 41-3/4 , 71 , AND 96-3/8 ABOVE GARAGE (SEE SCHEDULE) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 96 3/8 CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4 SCALE: N.T.S. S4 DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ + + STUD W/ (3)10d NAILS CRICKET AS REQUIRED I SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW �lia!i�llliil�l�l�l�!��I■■ STD.gde'HOOK 8`11 OPENINGS PLAN). .1 ••I_III�. •' ...D CELL •- • ME — a8" ■■Ilt III■■ Milli ■�lII' lid■� - � IIli IIIZ� ■■III IIILM �IIII_ ■■III III■■ �IIII IIII� TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. ° WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR — e a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) a a DOOR STOP t :j PSPN516Z w/ (12)16d NAILS 71" a MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) �� 77 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) 58 DOOR 4SPLICE STAGGERED g, • N. • HDU2-SDS2.5 wl (6)1/4" x 21/2" SDS (2215# SPF) ° — ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) J-BOLT r • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) 41 ° TRACK N.� __-- • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) 34" BRACKET Q O/ 10d @ 8" O/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) _ • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" p EMBEDMENT w/ WASHER & NUT ATTACH ALL G • FOR DTT2Z USE 1/2" DIA, x 12" EPDXIED 10" DOOR TRACK EXTERIOR STUDS W/ (4)16d TOENAILS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & 6 3/4" — W/MOUNTING ANGLE TO 76P PLATE NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. 31/2" —EIE� NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT w/ WASHER & NUT 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. FASTENED TO TRUSSES WITH 8d COMMON 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL WIRE NAILS @ 4" OIC BOUNDARIES 6" O/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION MIN. 8" EMBEDMENT w/ WASHER &NUT - - - PORT EDGES & 8" O/C FIELD =_ _ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK rK TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE rN SIMPSON SP1 w/ (10)10d 2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. S4 S4 S4 2x P.T. PLATE --ROOF TRUSS F= 2240 LBS 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" "J" BOLT @ 24" O/C MAX 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) O REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. S4 KNEE WALL ABOVE MASONRY WALL DETAIL F V 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 I EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SP4 SP2 I SIMPSON SP4 SP2 SEE SIMPSON 01`4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING 2X STUDS @ 24" O.C. NAILED /8"x10" "J" BOLT INTO (2)16d TOE NAILS @ 24" O.C. MAX. TRANSOM 10d NAILS @ 6" EA. BLOCKING MIN. (2) PER BOTTOM PLATE TRANSOM FRAMING FRAMING STAGGERED PT SECTION AA/S1 WIDTH OF OPENING VARIES 4° FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE AND BB/S1 FOR is 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED • SP1 SCRAP MATERIAL WITHOUT UPLIFT K.O. BLOCK W/(1) SEE FLOOR PLAN NOTES FOR SIMPSON SP4 J-BOLTS @ 24" O.C. #5 CONT. & SIMT REQUIRED CONNECTION RECESS SP4PSON SP4 PSON MAX FILLED S+/NO LINTEL 5/8"X10" J-BOLTS FF�O�NI'1' 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. @ 12" O/C EACH FACE OR MASONRY WALL FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12NAILS STAGGERED ° F x10OR 2x4 (NOM.) @ 12" 0/C FOR 2"" ^ ° 2X8 P.T. BOTTOM P TE C FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B o o 10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 'I SP4 SP2 SP4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN q FOR 2x8 WALL) 12d TOENAILS STAGGERED STAGGERED FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) SEAT FOR BLOCK IS POURED o o TRANSOM FRAMING 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. BEYOND. 12d TOENAILS � IN PLACE CONCRETE NAILED INTO GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES GARAGE FLOOR SLAB �8x8xl6 C.M.U. WITH 8d COMMON WIRE NAILS 4" PLYWOOD CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING TROWEL FINISH SEE LS30 w/ (6)10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES o E SHEATHING GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK TYPICAL (U.N.O.) SIDE SEE SECTION AA/S1 AND & 8" O/C FIELD S4 SLOPE FORWARD CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL og FOR DRAINAGE GARAGE FLOOR DETAILS TRAVEL DIRECTION OF 2x STUDS TYP. ( ) • SIMPSON SP4 w/ 6 10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD 00 SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING OpF OR U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRYo N , ** HOLD DOWN RECESS SIMPSON • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL �" LINTEL SP4 CONNECTIONS MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. 4NOT REQUIRED @ PLATE) e ° ° °4 P.T.OTPLATE BEARING WALLS NOTED SEE PLAN FOR FOOTING BOTTOM OF MOUNTING B E . . DIMENSIONS TO BE 2" ABOVE FINISHED � �° ° a ALTERNATE: POURED CONCRETE BASE FOR WITHOUT UPLIFT 2X8 P.T. BOTTOM MIN I6'AEPDXIED INTO BOND BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER PLATE GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL (� @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION S4 5/8"x10"'J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 l��tilvv s Off`' F L OFESSION 0111illat"k t� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Cade - Residential6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � 0 � CV w 61 inti� LLLLa ejM� W N aaLLJ Z0 JLL� � z o � Ca o t>: � � � 0: 0 CIO o LLWNgOjO' N Cl)Q O J z ❑00 W U' z QN z J '.T Q O - N �4-, s fa � W W U � O s LL,Ln 03 V � = W N Q Ir- o M M W z L oLL a o Efaaa-" V z• o 9 tcc n7 C1 E X V az � 0 z0, N°�z i % <o az Wz �o ro C _ C y� zLL z12 z a g0 z NW W c� 3o 0 �w v :R 3 0 �N = W '> c cc 00 LL N o v CO r— co CD = 04 M I 00 r N T r— E N M y rn o ? Z E 0 � w c a U Q p JOB NO : 20-6580 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1 W/ (4)114"x1 1/2" SDS SCREWS TO BLOCKING & 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W! (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x . NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 10d x 1 12" AT EA 2"x4° SEE STRUCTURAL NOTES 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL 7 BLOCKING FORIk FIRST FOUR ROWS OF 45' t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO9 BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND EXTEND AT LEAST 90% OF ; AT LEAST 90% OF WEB @ 8 0 O/C. MAX. & (2)10d TOE NAILS @ LENGTH SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. ( APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TO EA. END BLOCKING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD7 2x4 PANEL BLOCKING @ 2x4'T' ON TOP OF PANEL BLOCKING, EDGES AND 12" O.C. FIELD 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. EA. END TYP. TOP & MOISTURE BARRIER @ WEEP SCREED 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 1 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH O.C. MAX) w/ MIN. 4" GABLE WEB 2 STRAP MISSED VERTICAL SECTION 1 EMBEDMENT IN KO BLOCK SECTION WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1l4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) SP8 FOR 2x8 WALL) 2) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 112" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST 4 ROWS OF () NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL Dig BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAI OKT w/ (4)1/4"xl 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)1 Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 () 10d x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J � SEE STRUCTURAL OUTLOOKER @ 24" 0/C ON SHEET S5 FOR N r "' M " NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING tO ;o °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 1/ •. 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES 00 ;o APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2" 1 1 2" EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2X4 PANEL BLOCKING CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT " @ 48" O/C FOR THE (2) 16d NAILS OS OSB SHEATHING ATTACHED (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 FIRST (4) ROWS OF 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) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4'T' ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS _ EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTIONKoo g 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 1INIMUM 2x ',ROSS BRACING SEE PLAN FOR OCATIONS) 10dx3" O/C @ 2"x4 TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT _ ._.. __ 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 `- CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30r-0- - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES S5 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `- MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)1Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAILe5S52x4'T'BLOCKING SCALE: N.T.S. 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL 4L —4 GABLE TRUSS WEB SINGLE "L" BRACING DETAIL/-6 SCALE: N.T.S. 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 -1 r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. m ��i1111him �III ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) KE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0"- 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/7 SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) i--GABLE TRUSS -h.iVIV I. DCJir\MU `- GABLE END BRACING DETAIL SCALE:314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'7" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 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 �3 \ \,Z6 •� 0� ° F t 0' a'�Oa•ESS�Q�ar�� 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 - Residental t3th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � 8 �p�p a p g N N# -N (� N NC � wa a inI V h' LL a M W a 10"LL a C�CO co _5 W0 t°r ¢ a to�D'D' LL _Z W N J 0 N ul)N th Q � J z OU ❑❑❑ W z � z Q _ a �-J s LL }J N W W 0 o WW $ 0 WLn Ln U �0 B Sm � M N� p gZW LL E �� -0 2 E 0 H n7� �� oa �� z�W O E N a p ¢ Ui m - C a� x �o Z z Q) J ° b < f a�i 3 _ 3 2- $ Wu Z. a z ,qW W T 3 a �LL =z 4 Rt CDao Z �, = B \W .� C co 00 N a CN .-. Q C /I, m U CO W U it T Oi 70 (6 •� = 04 0) r T— .J.. W o) T CV r E f,, , N iri rn Z Z EO N E a U J Q 0 J JOB NO: 20-6580 SCALE : AS NOTED SHEET NO. S5 a 1x4 1/2" DRYWALL DOOR JAMB (REFEIg 1/2" DRYWALL DOOR JAMB (REFER 1x4 1l2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. MAX.8" PROPER INSTALLATION DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR C1 X 4 APPROVAL FOR CONN. 1x4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X 1x4 P.T. 3/16"0 X 3" LONG FURRING " �� 3-1/4" LONG X 3/16"0 FURRING FURRING (2) ROWS 3/16 x 3-1/2 TAPCONS #5 REBAR ` ' AND NAILED W/ 8d COMMON 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d 4" O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 (�,p,) BLOCK@ SPACING ,� x.T. FROMEACH END w/ MIN. 1X8 O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL STD. 90" ` D. 90 HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED 12" O.C. @ FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -112" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT :71 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2"DRYWALLVIL NOTE: EACH END W/ MIN TO PRODUCT DOOR JAMB (REFER*2'p'DGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT LAP SHEATHING TO BOTTOM OF BAND x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CO(2) ROWS 3/16" x 3-112" 1X4 O.C. & 4" FROM EACH TAPCON 16" O.C. & FURRING @ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +211 NOTC FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2^ SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 21 /4" DETAIL STAGGERED @ 12' O.C. 3-1 /4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES t5^ :FILLED TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. 2X8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3114" TAPCON (1 1/4"MIN. A -A =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 21-011 O11 �. SOLID W/GROUT ,r 0 1 PLY PRE-ENGINEERED TRUSS ` 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK ez SIMPSON HM9KT w/ (4)1!4"x1 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"X2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OS 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 OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL �... CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 N.T.S. � ...: x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR '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 1/7 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 't IF TRUSSES USED W/ 3 #6 X 4%' WOOD ) () * DOUBLE 2x4 SCAB FOR T-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ARCH DETAIL J 4' MAX RAD USEN. (1) SIMPSON1/ TITENw/ xo�FRyq� TO TRUSS TOP CHORD 16" O.C.(CENTERED) ATD + �FiyG 1 a-0° 5a-0'a SCALE: N.T.S. SS 12 + + rN PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS WITH 1l4" x 31/4" TAPCON (1 1/4' MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > ► ' '4 EMBEDMENT INTO K. ) PER NAILING SCHEDULE ALL TO SUPPORT • ► /4" MAX 1 n 11 2 -0 8 TRUSS + + SOFFIT • . • ., #5 BAR i • ► p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i + p 1-0 ' ` • : CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 (i 0) , I. ' ' • + ' ' • IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS _ KNOCKOUT/ N ► :� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR III — MONO FOOTING •' ► • E PROVIDE 2 x 8 DIAG. BRACE B SIZE PER • VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4 „ 12d NAILS__/ SEE LINTEL ILS -I AND SECTION DETA BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY. SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 - • CLEAN FILL ! 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP 24" O.C. � O° ENTER SO IT .► �. DIRT z TO BE INSTALLED BUILT UP PLWD. BUCK - '-0" E LAN PRECAST LINTEL ' STANDARD i 901 HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Y,' 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") :.'l� j . It :. BTWN. OSB ARCH FACES W/ (4)10d NAILS) EQUAL EQUAL WALL USE (2)1/4" X 31/2' TAPCONS AT 16" .; � � � � � � INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ■r ``' '`' •' ■r ` `' `' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY SECTION @ ROOF EXTENSION (� STEMWALL FOOTING SIZE AND REINF. PERLAN B B— AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4' =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 41� WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" > #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER V-0" EPDXY MIN. 6" EMBEDMENT & O cn SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U. v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL LU zi A a REINFORCING AS FOLLOWS: = : ':"<' ` 47 1 SEALANT " PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. e g P v #5x6' EMBEDDED INTO ' INTO PLACE. PRESS PANEL REINFORCING I 0 6" MIN. LAP SPLICE z a EXISTING FOOTING (2) #5x6' IN CONC. " COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL L REINFORCING PANEL Cl) N FILLED CELL SMOOTH. DO NO FURROW. ► ` DRILL 3/4"4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ' GRADE e. . > SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M .p ` f REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. : � \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 0 ► \ �.a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT • n 4 SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL � 1k\ ' " (2) #5 REBAR. MIN. 3 TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE � 16 MIN. COVER EA. WAY 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 A SECT 10 N 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. I 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: 314„= 1-0 FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SE �"''9 `' v cv. • � 2ro — ` 9 ; FLO << SS�a�'r�� 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 8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q aO� 8 V N it V U Lo N N 0 IUD, cv LL a n 3 ve 0) aaj Z el 13 rn��LL LL a sN I W ' !n UI J LL a L a s W �,zo =g� Roo j N CO Co Q 1313 2 W LW z pjO' N � O j W0000 a z z � z VN Z �-J LL � V W CD 0 V) [,I cLn _ � V ~ U t V c a.0 � Cr C7 M J z Ha Z LL E zo o0zo Uj >A a E U co ti z $ 6 U B U IU Z O E� N ° �Q az ¢W Z COC - � Z U H� o °LL Z 6 C/3 ly, tL N W W mLL rr A o co o w w �� o` iI a¢ U c� '> c i 00 N � O im U CO (n TT 70 ■� (0 = N r I 00 0^ N r N 0) r11 E N �, rn z Z E O E y per' :? es € (L U 0 Q 0 J JOB NO : 20-6580 SCALE : AS NOTED SHEET NO. �� I i "I I kk 7 A1 to II RIrS1471 NrfAAtMRYI°T R"'I 11 }11 �' �yI I I _ _ �_ �I __ I� CROSS BRACING DETAIL (TYP.)r1 SCALE: NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB --'--- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB-41 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH 1 IM TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. A DIRECTION TYP. —� ----L WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OIL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL �7 AVEN SCALE: NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: NTS HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) SEE PLAN #2 SPF 48" Q.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE oo (10) 8d NAILS INFO lo COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM . 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—j 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 OIL VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d — COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & N (3) 12d TOENAILS TO SEE PLAN FOR OILTOP PLATE BELOW 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 s 16" O.C. MAX. INFO. SECTION @ ENTRY K8 SCALE: NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 10 SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON B SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. �"j BM. SPLICE OVER CENTER OF POST A A I SEE PLAN FOR /ik SIMPSON MTS18 w/ (14) —� 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER d SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS EXTERIOR SHEATHING ATTACHED PER 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ AA (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 SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GAB l� 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �—• MASONRY WALL BELOW: SIMPSON �.. 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 COMMON TRUSS 4 SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �� SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING 02 ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL s 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 ZSEE LUS26-2 w/ (8)16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. 11 I— PLYWOOD FLOORING LOW ROOF TRUSS W/ (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 11114/, v, FUO� :��, �' OFESS� N 1►1111Im% 010' To the best of the Engineer's knowledge, information and belief. the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E co r 8 24 N pppp a p � N it (� y nc *koou''. J afi aj M M W rn a LL a a J u u v� �z0 Z 2 c D O H z m o �i�rn QQ WLO Z N N Q Z OU ❑❑❑ W z � z z J — c4 Ln zCl Tu- u- ria- LLr o m 0U O ry �� U r— E '® w 2 L t z � < o N Ol m M a J m z w' N z0 cc wo � 1 � as oa uo Oz N ao 'O z N c C Zz sY o OLL Z ��c gam° �Z W-3 U 3t Z ao O oa °zla �i u 3 J ON Ch 00 N � .-. m CD a. Q) m U (0 N I\ 70 m CD .T� = N I oo r T N m m cY) T_ o z Z E O E d to C a U ¢ q JOB NO: 20-6580 SCALE: AS NOTED SHEET NO. D 1 I�dl�l li THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER , 1)SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ''-' MASONRY WINDOW BUCK JOINT2) SEALANT 5) SEALANT FROM ., INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTK 1. Cut, fold up & temporarily secure h resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER JE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as QRstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING NAILING FLANGE rv+ornrv�a r v-..n ul•�a SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v C SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) E AM SELF-ADHEF 11-4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER I z Q. cr W a U) W U W W O rn 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 WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is SELF -ADHERED FLASHING intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of EXTERIOR providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish CEMT. FIN. systems, architectural trim and embellishments such as cornices, soffits, and fascias. BUILDING PAPER WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual Q layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater SELF -ADHERED FLASHING than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or EiWCEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED R703.4 Flashing. Approved g pp g p entry INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE g. pp oved corrosion -resistant flashing shall be applied shingle -fashion in a manner to revert ent of water into the wall FLASHING JAMB & HEAD THROUGH SELF -ADHERED cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING, SEE FLASHING SELF -ADHERED FLASHING AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or FLANGED WINDOW (SEE DETAIL WP01) ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, �`� (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall EXTEND A MINIMUM 6" READ ESNEASSHOWN)EASE PAPER TO SE finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage Mechanically attached flexible flashings VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING XCH HERED FLASHING 1 2 4 51 """""� PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A G 0 SELF -ADHERED FLASHING INSIDE CORNER �Ground� FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB IBOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be 2 sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 7 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 putters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 WeepScreed I 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 r� O 0 0 N 0 N O 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 Engineers signature and seal. o � ci C N nc glom.- S 0LL J . W Qaj �NN.� th M CLLLL U. d W to a � �v•- a �z0 Z =� 00: mm° rg W $A Cc N (O �i�rn ¢: IL= ci U NZ�oy M 6 Or Z N 00 1:1 El W Z in 23 z p J W) rz r� z ■ (� lL .0 Oriu 8 N �N c C4 = 3 U LU 8 U QC o C9 o �RR Qw0R E a os =o E V I- - w � V �0. oa oO OU o Z o E N aop El L tp Q O Z W i m o O LL Zj5 4) .I aaO �z rA a`3 3 8�0 U W 1 W U i �� o � zla I U �i W c 00 _y_ N .-. a U` CO m +- 1-1 fD C 3:Cq 0) •T� r i 00 0 N r N T r £ M N " T �; a) z Z E O a U -.1 ¢ a _J JOB NO: 20-6580 SCALE : AS NOTED SHEET NO. W P 1 1 , . 1 Tq♦r � O O e TBA Mounting Brackets (10 Gaugai e Y w i/2 x4-1 x2-12 4 R o e 1fi Back Cross Support (May be cut to W) Sere Anchor Schedule Right Bfatket (16 Gauge) Boas 1 /2" Die. A325 Ga lv. (T .) 7P 0 o � • #14 Self--Dri)ling Screws A/C Unit Bottom Edge e Hurrkane Strap (Typical: 3 in front) Washers Front Cross Support SelRocking Nuts (May be cut to W) Lest Bracket (16 Gauge) #14 Self-Driling ScrevvsThru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) ) Yp INSTALIA116N INFOAMATION Spetf(hc u gmdmina br ihio i* m as jeart4 t wick each astrsooe A@ $rmc (u Devi we e j + gy p 4 Florida Department of Business & Professional Regulation Pagel are Building Codes and Standards 3rze/2o1e Product Approval Application Detail 2291 Entity or Pitt 20 Date Pending brit gyp$versiong EMnaar 3 License yyldelad M ffi FBC Auwrovel Approved At" Revision 2017 Gulf Coast Supply & Manufadunng, LLC. Eng David Daniel S. Kuhn Locke Borden P.E. 10/122017 10/102017 10/172017 12/12201? Approved Category: Rooting (352) 498-0778 PE-75519 (334) 300-1800 subcategory: Metal Roofing infoagulrocestsuppry.00m Compl, , ' Method: Evaluation Repot from a Florida Registered Architect or a Licensed Florida Prdessiona[ Engineer ,- Mill aRoAUct Model. Number a Naar ,. Quallly gQg(g„ ipygp Cetrad Asarranca [-lmlratlon Data Aoaroved for use Approved In HVKZ for We Outside.NVHZ Impact Resistant DWcn Shute 1 0.0328qud; Aluminum 5V Crimp Mn 0.032&qud; 5 V Crimp Aluminaan Roof Panel 04/122024 No Yes NIA +N/AI over 15/32&quot Plywood -108.5PSF 2 0.032&qud: Aluminum Gulf Lela Mn 0.032&qud; Aluminum Gulf Lop 1S&qud; Wide 04/122024 No Yes N/A +N/Al Roof Panel over 151328,qud; Plywood -116.OPSF 3 1&qud; 249a. Gulf Snap 1&qud: Guff Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/PJ-131.OPS over 15/32&quot Plywood 4 1&quot 24ga. VorseLoc 1&qud; VersaLoc 24go 16.5&qud; Ode Roof Panel 04/122024 Yes Yes N/A +NIA/ over 15/3241,quot Plywood -138.5PSF 5 1&qud; VersaLoc 032&qud; Aluminum 1&qud; VersaLoc min .032&qud: Aluminum over 04/122024 Yes Yes N/A +N/A/ I5r32&qud; Plywood -101.OPSF 6 1.5&quct: 24ge. Gulf Snap 1.5&qud; Gulf Snap 2491. 18&quot Wide Rod 04/122024 Yes Yes N/A +NIA/ Panel over 15/32&qud; Plywood -116.OPSF 7 1.5&quot 24ga. Versal-oc 1.5&qud; VersaLoe min 24ge. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF 8 2&quot 24ge. MegaLoe Mn 24 Ga. 2&qud; MegaLoe 18&qud; wide Roof 04/122024 No Yes N/A +N/A/ Panel over 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Mn 24 Go. Gull Lok 16&gUOt Wide over 15732&Quor, 04/122024 No Yes N/A +N/A/196.7PSF Plywood 10 24 Oa. Gum Seam Mn 24 Ga. Gulf Seam 16&quot Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.SPSF over tx4 Wood Punins over 15/32&quar, Plywood 11 24 Ga. Gulf Sesm Mn 24 Ga. Gulf Seem, 1 314&qud: Snap Lock, 04/122024 No Yes N/A -NA/ 1814qud; Wile Roof Panel over 15/32&qud; Plywood -108.5PSF 12 26 Ga. 5V Cramp Mn 26 Ga. 5V Crimp Roof Pant aver 15/32&qud: ON122024 Yes Yes N/A +N/AI Plywood -156.SPSF 13 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp over 1932&qud; Plywood 04/12/2024 No Yes N/A +N/AF131.PSF 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Roof Panel over 10 Woad 04M22024 No Yes N/A +NIA/ Purins war 15/32&qud; Plywood -156.5PSF 15 26 Go. Gulf Lok Mn 26 Go. Gulf Lok 16&qud: Wide Rod Panel over 04/122024 Yes Yes N/A +NIAI 15/32&qud; Plywood -161.OPSF 16 26 Gs. Gulf Lok Mn 26 Go. Gulf Lok 16&qud: Wide Rod Panel over 04112,2D24 No Yes N/A +N/A/-63.5PSF 15132&qud; Plywood 17 26 Ga. GuBPBR Mn 26 Ga. Guff PBR Rod Panel over 15/32&qud; 04/122024 No Yes N/A +N/AI Plywood -154.7PSF Florida Departrneertt of Business & Professional Regulation Pape2a12 Building Codes and Standards 30111=1 Product Approval Application Defall Quality Assurance e Annewd har uss Amovad In KM ra uee kww Bum" $!Intl l'�R 1�8 ZB Ga. CdaMPBR Min 26 Ga.Red Penal aver 1 *4 Wood DyYes Yes WA + Pddns over 15A28guot Plywood -151.7PSF 1s 29 as. Gu1PSR Min 26 Oa. GLEP13R am 15/328pu0t Plywood 04/122024 Yes Yes NJA +NNV -154.7PSF 20 26 Ga. GuIPBR Min 26 Ga. Gu11PBR over 1x4 Wood Puudins over OW 22024 No Yes NIA +NAV ty0211quot Plywood -151.7PeF 21 25 on. G UNN) 10 26 Go. GLNRib am tx4 V400 Poland aver 0V122324 NO Yes N/A +NMI 154211 u , Pyeoed A64.2PSF 22 26 Gs. GuRe Mann 26 Go. GuaRE avve 15M%ciaat Plywood OW 20M No Yes NIA *NW -15B2PSF 23 26 Ga. GuWlb Yana 29 Ga. Ga/RE ruvm I SM13gaat Plywood 04/122024 Yes Yes NIA +NIAI -150.2PBF 24 25 Ga. GaMaD Mtn ZS Ga, G1aRan over 1x4 Woad Plaits over 04/122024 Yes Yes WA +NA/ 1502dquat; Plywood -1642PSF 25 29 Oa. G uMlb Man 29 Go. Ga1R6 as 1x4 Woad Poland over 04M22024 No Yes N!A +NMI 15421lgtaat PIy-W -123.5PSF 28 29 Go- GaMM Man 29 Go. Ga/Rb over 15/328gwo; Ply 04M2r2M No Yes NIA +NW -146.0PSF 27 8 an. t'aIAM Mann 29 Go. GtMb am 1ut4 Woad Plasm ear 04/122024 No Yes WA *Nov wtmq uct O.S.fi -101.013SF 28 29 Ga. G Wlb Mann 29 Ga. GnIRb over 711 saquat 0.8H OV12r2024 No Yes WA +N4V -116.OPBF andLgalu Cad vwd=c 2017 FL 111: 11651 AFPk+e Too: ALL Product Mor"AoYa w. ALL Cdoaarr- ALL au0eisapay: ALL App9eason stales: ALL OtupMueMrrot ALL tiaNy A/alaea EMay G NOIM &PYet ALL Produce modK WAFA r or lass ALL Product Dasdlpaare ALL Aproee'faru"Ia NWT ALL Awaved b ass aUtslde MWM ALL ergad RaelalarUt ALL Oaartar ""a" ALL Dow Fuses: ALL Dub Ta ALL > ion 20 paepwwkw 20 mai. G > Reviatan 2017 Smart Vent Prodeds. Inc. Midaoel Graham Hemel F Norero P.E. Locke Bowden P.E. 0arl7/2018 O8/172018 08232018 1 OA82018 Approved Celegory: 9nattond Components ms77) "1-8368 PE-73778 (334) 300.1300 subCategalr. Paooads Introduced as a Resus of n/oemrlwntcan New Tedesalogy Compliance Melted Evaluation Repot son a Florida Raga Ardlftd or a Licensed Florida Professional ftgnw : 1 Model s15W510 Dual Function Flood ant Ventilation Vent 12l312020 Yes Yes NM +100F 100 2 =dVent 13trrnVent YbdMt1540511 Oust Function Flood and Vendell Vera 12/312020 Yes Yes NIA .10W-100 3 SmortVant Me" swull adelelad Flow Vet 12/310M Yes Yes NIA +100/-100 4 Smadvent Model 615401W MwAded Flood Vet 12n12020 Yes Yes NIA +1001-100 5 a m ertVant Model 015W G24 1646gad; Gape Door Flood Vat 121312020 Yes Yes NLA WA 6 Sm anent Model s1540-570 Waad Was nalsted Flood Vent 12/312020 Yes Yes NIA +100/-100 SrartVant Model on 5W574 14.5&guat Garage Doan Flood Vent I2/31f2020 Yes Yes NIA WA s'T r 'Cad i.�' WWI .�'• . _ r '�° 'ir> '� ��L '3:'-. � �., `t .�f_w-- � _.• ...,: v tiff ....-..a.. '� �s*.tk--, ry .R n: iy�" - a 3 •k % � ua ib'4'_. k 11 y� A3 __..._._.._.._ FL17244.1 ESR-3455 12/31/2020 A23 FL10446-2 ESR-2606 12/31/2020 HD210-2 FL17232.3 ESR-3445- --- - -- -- 12131/2020 HU210-2 FL10856.4 ESR-2549 1213112020 HD212-2 FL17232.3 ESR- 3445 1 1/ 2/3 2020 H - U212 2 F L10856.4 ESR-2549 12l31/2020 1-10216 FL17232.3 ._._....._.._...-._ - 12/31/2020 HU216 FL10856-5 ESR-2549 12/31/2020 HD216-3 _ ...._.._.. _. _. _..._...._._._. FL17232.3 _..... _......................ESR_3445_--.._..........._.._..-_._.._......._._.._.... ............. ESR-3445 12/31/2020 HU216-3 FL10B56.1 ESR-2549 12/31/2020 ESR-3445 12/3112020 HU28 FL10856.3 ESR-2549 12/31/2020 -HD28-2 FL17232.3 ._...._._..._................_.___.._.. ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 HD410 FL17232.4 _..._._._____...__............._......__....._._......___..._...._......_......_._...__...._.___..__........_......._.._..__._.._..__.__ ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 _. 12131/2020 HD412 FL17232.4 ESR-3445 121311202D HU412 FL10856.9 ESR-2549 12/3112020 HD610 __....__._.._..._......_._..._....___...__...._.._._._.....__...._._.._....__..-_.__.__._...__._......_.........._........_..._.__.....___..__...._______ FL17232.4 ESR-3445 12/31/2020 HU610 FL10856.10 ESR-2549 12/31/2020 HD0410 FL17241-7 ESR-3444 12l31/2020 HUCQ410 FL11468.11 SiM200804 12/31l2020 HGA10 FL17699.1_...._.........................__.........................._._........_Evaluation . Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 F[:Fffi .-f 12/31/2020 HGAMiOKT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 12/31/2020 HCP2 FL10447-2 ESR-2551 12/31/2020 HTA16 FL175W-4 - _ESR-3448 _ Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM2OD802 12/31/2020 HTT16 FL17324.2 •__._._____.____ Evaluation Rieport 12/31/2020 HTr16 FL11496-1 ES-0130 12/31/2020 HTT45 FL173242 Evaluation R1Tart 1 1/2 2/3 020 HTT22 114 .1 F L 96 ES 0130 12/3112020 HTW16 FL17244-8 ES -3455 R 12/31/ 2020 HTS1 6 FL1045622 - ESR 2813 12/31/2020 HTW20 F117244.8 ESR-3455 12/31/2020 HTS20 FL10456.23 ESR-2613 12/31/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 -12131/2020 HTW30 _.___....._._._._____......_.._....__.__.._____. FL17244.8 _ . .............. ESR-3455 12/31/2020 HTS30 FL10456.25 ESR-2613 12/31/2020 _...._ HTWM16 _....__.._.. FL6223.2 _ _ _ _.._....__ ____--_...___ __......_.__._._..___..._ _ Evaluation RTort- _ _ ___._--._-..-- 12/31/2020 HTSM16 FL11473.11 SIM200802 12/3112020 HTWM20 FL62232 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/3l/2020 - HUGT2 _..._...._..... _...._._.._......._....._FLB223.3__._.._.._....____ ..........................................._..._._Evaluation _R• q)at --_......._..............___..._... 12/31/2020 HGT2 FL10456.18 ESR-2613 12/3l/2020 HUGT3 FI-6223.3 Evaluation Report 12/3l/2020 HGT3 FL10456.19 ESR-2613 12131/2020 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-144 ESR-2549 12/31/2020 HUS212-2 FL17232.8 ESR-3445 ---__...-._......__..___. 12/31/2020 HUS212-2 FL10856.11 ESR-2549 12/31/2020 HUS26 FL17232.6 ESR-3445 12/31/202D HUS26 FL10856.11 ESR-2549 12/31/2020 HUS28 _._.___...._._ FL17232.6 _..._...._._._._._.-._.....__-- __._..._._._.. ESR-3445 _...._.___ 12131/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12131/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 JL26 FL17232.7 FL17232.7 ESR-3445 ESR-3445 12/31/2020 12/31/2020 LU24 LU26 FL10655.103 FL10655.104 ESR-2549 ESR-2549 12/31/2020 12/31/2020 JUS210 2 _.._-._..._......._FL1723211 _.....ESR-3445_..._.._........__.........._..._.,_...___.._ 12/31/2020 WS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL1723Z 10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/31/2020 _..........._._._____.__.___._.__......_....._-.-.. JUS26 FL1723211 . ESR-3445 ___........._...___ 12/31/2020 WS26 FL10655.111 ESR-2549 121311202D �SX2 - _...._.. ---..._._... FL1723Z I I ESR-3445_.__....__..__....__..__....._...___..-- 12/31/2020 LUS26-2 FL10655.112 ESR-2549 121311202D JUS28 FL1723ZIl ESR-3445 12/31/2020 WS28 FL10655.113 ESR-2549 12%31/2020 JUS46 FL17232-11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 1213112020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667-71 ESR-2615 12/31/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/31/2020 LSTA12 FL17244.18- ESR-3455 121311202D LSTA12 FL10852.4 ESR-2105 12/31/2020 _ LSTA15 FL17244.18 ESR-3455 12131/202D LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852-4 ESR-2105 12/31/2020 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 12/31/2020 _..... _._............. ___._____._-___ LSTA30 _._._- _.._..___.___._. _. _. _..._......._ FL17244.18 .._---...----.._......_.._.._.._.______.__.._...._...._..--.--._._._..._.__._..___._. ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 12131/2020 _..._.. - LSTA36 - ...._ .__. _.._.... _.. __._.-...............__..............._....__....-__._........_ FL17244.18 ............._...........__._.-._........__..._.........._ ...............-__...... ESR-3455 ..__._._.-. ...--- 12/31/2020 LSTA36 FL1OB52.5 ESR-2105 12/31/2020 ----__._......................._.._.__............_._....__...._..-`_`_-..._..._.._........_........_._.......___.........._.. LTS19 FL172192 _..__._....._..-_..............__.._..._..._.._.._................................_....._....._.._..._._.._ ER-0200 .__..__..._. ._..._...._ 12/31/2020 LT H9 FL11496.3 ER-130 1213112020 LTS2013 FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/31/202() LTT131 __...._._..._.__....-_-. FL17219.2 _ ._.._....__..__-..._._ ---------------...._..-__...._.___._.._.____._.....__._.._...._..___.....____.-__ ER-0200 .__.__.__.._..__. 12/31/2020 LTT131 FL11496.3 ER-130 12/31/2020_ ..... _..........._._......._ LTW 12 _ _..._..---..-.---._._ _ FL17244.8 _..._............._..._____ �___.._._._.. _...__.._..__._..-._.....__............._._. _._._..__.._._.____._.._. ..... ... ESR-3455 12/31/2020 LTS12 FL1045629 ESR-2613 1/3i/2020 --LUGT2 _. -._. _ FL17240.2 ...._.._..__.._._._ ESR-3447 __.___.._...._____---• 12131/20201 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 _............__....._.__......_._..._...__._ ESR-3455 12/31/2020 LS30 FL10446-15 ESR-2906 12131/2020 __..__...__..........._.._..... MP34 ...................................................__ FL1724423 ._.._........_......__...__........ --_._..._.__._.._....._.._...._.._.........._.._.__............_....._._. ESR-3455 12/3112020 A34 FL10446.3 ESR-2W6 12/-3112020 MP4F FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 MP5 FL17244.22 ESR-3455 12/31/2020 LS50 FL10446.16 ESR-2606 12/31/2020 MPH3516 - --- FL17240.3 --- ES_R-3447 12/31/2020 WM1416 FL10667.86 ESR-2615 12/31/2020 --MSTA12 FL17244.18 ESR-3455-- w m - 12/31/2020 MSTA12 FL70852.8 ESR-2105 12/31/202D MSTA15 ._._.__.._.._FL17244.18 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31I2020 MSTA18 FL17244.18 _........._.._...._.._..._:._._.__.._...._._.............___..._.._.__...__------...._...._.._.._....__..__......_...__._..__.._._............._............................_____._.._.. _._.__._._._........._._._._.........._ESR-3455_....._........_......._.........__..__.._. ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 __..............._......._.._...._....__.......-`----... MSTA24 FL17244.18 ES __..._.._._.__...._.....__ ................... MSTA36 ... FL1724418 - -- - _ _ .. . _........._......_.............._.................. _.. ESR-3455 _...._.._._.. 12/31/2020 MSTA36 FL1OB52-9 ESR-2105 ..... _....... 12l3112020 -._.._...._._._._..__.._... MSTC40 -' - FL17244.26 -----_-_. .................................._......... _.............._...................._._...........__._...__ ESR-3455 _. 12/31/2020 MSTC40 FL10852A1 ESR-2105 12/31/2020 MSTC512 _.. _. _.....__............._._.__. FL17244.26 ..__._.._.__.._._..._....._.......-'-'---_._........_..__._..........._ ..........___......_...-'----'--- ESR-3455 12/31/2020 MSTC52 FL108512.11 ESR-2105 12/31/2020 MTW12 FL17244.8 ESR-3455- - 12/31/2020 MTS12 FL10450-33 ESR-2513 12/31/2020 -_..__......_....._..___-_____.._.__....---__......_..._.--..-.----•.---...._.__......-._.-......._.._ MTW16 FL17244.8 ESR-3455 12/31/2020 MTS16 FL10456-34 ESR-2513 12l31/2020 MPN18 FL17244.8 ESR-3455 12131/2020 MTSIB FL10456.35 ESR-2613 12/3112020 ...-........._.MTW20 ......................................._.._.-._........ FL17244.8 _.. _._._..._....._._... ESR-3455 12/3112020 MTS20 FL10456.36 ESR-2613 12/31/2020 -.__.__._.._...__.._..__..._.._.._._ MUGT15 FL17240.5 ..__......__.._......... _....... _.... _...__._____._.._.._.._..__..__....._......_._.._....._..._.._...............__....__.._.....__.._._._._..... ESR-3447 12/31/2020 MGT FL11470-9 SIM200803 12/31/2020 NFM35Xi2 FL578.2 Evaluation Rep at _ _ - 12/31/2020 MBHA3.56/1125 FL13904.6 ESR-2516 12/31/2020 NFM35X16(J FL578.3 Evaluation Report 12/31/2020 MBHA3.56116 FL13904.6 ESR-2616 12/31/2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 PAU66 FL17239.13 ESR-3449 12131/2020 GLTV3.516 FL10867.8 ESR-2615 12131/2020 PHD2A FL17219.3 ER-0200 PRX)3516 FL17241.20 ESR-3444 ....... 12/31/2020 CS16 FL10852.1 ESR-2105 1?J31I2020 RFUS FL6223.5 Evaluation Report 12/31/2020 1-11 FL10458.5 ESR-2813 12/3112020 RS150 FL1724427 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2513 12J31%2020 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 RT16-2 FL17236.2 __....__._____._._...._._.... _.._..... _._.._.-_._.____..__.__...-.__._.._..._._._. ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 _ 12/31/202D RT16A 171-17236-2 ESR-3448 12/31/2020 H3 FL10456A3 ESR-2613 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/311202D RT4 FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 12131/22020 RT5 FL17236.3 ESR-3448 12/31/2020 1-125 FL10456.11 ESR-2513 12/31/2020 RT7 FL17236.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2513 031/2020 RT7A FL17236.3 ESR_3448._.._......_........__..._______._. 12/3l/2020 H8 FL11470.3 SIM200803 12/31/2020 RTSA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 __._._.._...._.....SPT22_..__..._.._.____. FL17244.30 _...._...._........_............_..._.._..__..... ESR-3455._____.._...._.._...........__.-_ 12/31/2020 SP2 FL10456.42 ESR-2513 12131/2020 SPT24 ...... FL17244.31 _..._.-_..__.._............_.:__...._......._...__.............---._.._......_...__..--_.._..-..-.........._.........._......_ ._....-......._.. ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12/31/2020 __.__........ SPT4 FL17244.32 ....-_-...__.._.._........_..........._...............__.._...__.._.. _ ._._......_.. ..._ 12/31/2020 SP6 FL10456.44 ESR-2613 12/3112020 SPT6 FL17244.32 _. _....._................._ESR_3455 _.._.._.._..._...._._____.__-.- ESR-3455 12/3112020 SP8 FL10456.45 ESR-2613 /2/3112020 SPT8 FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-%13 12/31/2020 - ---.._-.--_-- SPTH4 - _-------- ...... --- FL17244.32 _..._.._.-_-......_.....................-.__...........--__._..-.._.._.._.._.._..__.._..- ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 12/31/2020 SPTH6 FL17244.32 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2513 12/3l/2020 SPTH8 FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 12/31/2020 SUH24 PLI7232-13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 -1213112020 THD28 _.._......._...._..._....._..........:._FI-1723216 FL17232-16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 THD28-2 ESR-3445 12/31/2020 HGUS525/12 FL11468.11 SIM200804 12/31/2020 THD410 ._._..__._._ FL1723216 ESR-3445 12/3112020 HGUS414 FL11468.10 SIM200804 12/31/2020 TMD4 __._._.......-_...__.._._.._..__.__......_...._.__.-.._....___.._.__.___--_____._..___..__ FL1723216 . ESR-3445 12/31/2020 HDQB-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL17232-16 _ - ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 THDH414 R-17232-17 -_-_ ESR-3445 12/31/2020 MSTAM36 R-11473-19 SIM200802 12131/202D UGTS3F _...__..__. ............ _...__.._...........__. FIM3.1 _. _. _._...__.....Evaluation ._._..__.__..___..__... MSTCM40 FL11473-19 SIM200802 12/31/2020 UPHD8 __...._..........._..... FI-ln19.5 _. _. ._Report -.._.........._..............._.........._...12131/202D ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 12/31/2020 ...... ......... - ....... --------- - LGT3SDS25 FL11470.7 SIM200803 12/31l2020 ............. -..........._.... _._......__......-.... _...... _....__...--___._.._.__...... - __............. _._.....___....._............. ..... ...... .... _._'-_-'-__-___-_---..__..__._.__. LGUM26-2 FL11473.12 SIM2008M 12/31/2020 July 8, 2020 PRODUCT APP ROVAL SPECIFICATION H S EET 2o,8\ As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the Information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Categoryll'Subcategory Manufacturer Product Description Approval Number Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-iassic and Smooth-Star(NON-IMPACT) FL20461.1 +67.01-67.0 psf 12/31i2021 ThermaTru Firber-iassic and Smooth -Star (NON -IMPACT) FL20461.6 Q/ +67. -67.0 psf 12/31/2021 ThermaTru Firber-C3assic and Smooth -Star ON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star ON-IMPA C F L20461.14 +67.01-67.0 psf 12/31l2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/467.0 pst 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberCiassic, Smoothstar, ClassicCreft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products I Residential W ndCode Doors W5 8X7 F 1 L 5279.37 + 30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WlndCods Doors W5 16X7 FL15279.53 +30.0/-30.0 p9f 5/21/2028 Clopay Building Products Residential WindCode Doors W6 8X7 FL15279.85 +38.0/42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 16X7 FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Dlvlsion ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA see inst sit 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 psf IOIW2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 + 40.0/-50 0 f s 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2025 D. MULUON MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cem lank Lap Siding and HardiePlank Lap Sidi FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Sdid and Vented Soffit FL15272.1 - FL15272.2 +70.0/ 70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underla ent FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Of Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boras Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GuItLok 16" wide rod panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Ile see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Untels FL158.1 N/A 5l2l/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 Cll Cll s - N sly U A� W C:)- L O O C .0) to U "a a- Cn CD CD U O "a O O 5- L O ?� Cf3O -6--e y-- O - Cf3 > _ �� L N E O 6 O m ._ CO ca.F� Q a z W J ^�^1F ^W W ICU O CL CL ICU O V+ Ion ICU Lu Z W Z Q J a SHEET NO. PA 1,0 N .� > � V 2 C U -"ne Cn N -p U -0 -- 0 O LL ICU_O O � �• '^ OCo v ♦ A •=+ L ♦"P ^ dd��g9�� i 2 L� �d � O Q Q. Florida Depafent of Busing & Professional Regulation Fees I are Building Codes and Standards y1331a Product Approval Application Derail Florida Departrnent of Business & Professional Regulation Pace 3 of B Building Codes and Standards 121132019 Product Approval Application Detail Flfxdda DepD6rsnt a &2linaa a Prolsatorml R.prrhnorr rhos 1 a, Building Coot send Standards ,auras Produat Appeoval Application Detail Florida DlpaP4nant of BuNrma a RrolN,ianM Regulation pop + Of dan Buscang Coal" d awwords ,ow$ Product ApprovN AppilloWm Datati rask gl4 1LM Yet9PalM9a YMt im 2aNg0 9 I = Ace W A,--d saw R6VWon 2017 Th ►T.Corpora m RkkWAght LyadonF.Sclanlr,PE. ".1.10rg.PE. 10N52017 07/122017 10/182017 12/12/2017 Approved Cr1.9wy: Bdww Does (419) 299-1740 PE-43409 (813) 767.6555 subeatogary: Snell;" EkWar Door Assemble. ddome Mldgeonwtaft. CompUateo Method: Ewheaon Raw Ran ■ tam FMrldo R.aktwed Am"ed w a Ucw wd Florae Prolesllanal Engineer g)rgg(Ay— Avo—odforUse Ammwdfwur Ll�f DN, AM2 hoamtYMe1. N..nber sir Nun. IMAVA ufidmba 9s ta0Jee Ak= Bull i =as= 1 a. Therm►llu Pbr-CMnk sell SmoWb4r Mom" SM139;8 apWNeMmpsddgW; Opapte 12111r= No VN No N91 Cosmos" save Fbw*n Sigh Door 0lseadglOmswlra: X cwelgmdlan) 6 f. ► m are oarR r 9 12f31 es No A Lgat f22tOL9L Y1at lets Odta.Caa= 2181 11111 YaM11II Idar1�OL S'i9ni&Dl 6fdrwer i lJaenee Vatla.tea By Yaaaraa S b ftMd FBC Ammw1 A,—,d am& RwWon 201T TtarmrTmCorporew RkkW6W Lrdon F. Wanks, PE. Ryon J.King. PE. 12M3Fm17 12132017 122t2017 (21132018 Approved Catpory: BBenw Done (419) 290-1740 PF43409 (613) 767.85W subcategory: SYarglg Exterlor Door ANemmee ft1he&WbodgConaslods. Campnnu Method: Eyahlrorl Repor111an a can FMdN Re peered Ardalea ordlJr:anaed RorMs ProhteinnsdEngirwr caeawal4 psis Deity Meurence ALaroaW fw l).e Amrowdfw Ua aaat ProflW YodM. NarmbrwNam. P duet Deeedmm tiNN@ OuMM. NVIQ t2t�Di PL 1 a. ThermeTm FWarClesk rq Smow Sir Nw*W 6MSE aquotNoMmpad6apd; Opopet 12/31=1 No YN No NM Compare Edge Farglre SMgMDow (Iruavktgpdavlg; X avnApaddlon) 6 1. 7MtmaTru Fber-CM* SmooDI-Star NomMM WA99 ddaatNonimpatapM; Op"A IV3Ir=I No YN No WA 1ST ask ate= no no alkbilrm no 20 Moft mmeQ 2� - : mda$Muk INA" arLAMMM Anood sir Revision 2017 Thease-Tu Ce+msdoe slaawpt NedoWAmodlOW& NwkPOg, PA 1220=7 Owl=7 12//2M17 Apposed S Y.aer Wr. mIar DOp9 Ntq 21a-1740 �� , C)dd�aWaed <., Mstlan Mrkor LMOp arm U•11•041nrk1•add pty7Q1696 aluvAelm ma aaa � purr= � AJ�n 1 aao7laLGewbCONVAt rid agYLfeedsealtby as end sip QYpre aa0flleeed F4rpYw D00rrM 1203UMI me YM No NN ThueeFTnte&gtat Bad akhod*d$&s. laws" sodQMrag 1 sir Blom no no llkbmaa no 3km Isom mmubdm gamma ANUML&jOM mdmm" * ti aIrhm=d anno tip. RIM" 2017 TwerarTtu CatpaBlw Rkrtweight NMbadAaateMefoe& Rya J. Kos, PL 122612017 MM917 12/tVMT Approved C.11ery: r10rNr Dears H1y 199t740 IMapaYr Lte4M 0ny7neM atdCSYaay: BtNgllg.OsrMtOeor AILLaa&e6 �. Cssaesow MOM& CLdMorlm MarkorWYa am aalaotailblarlt )�� bO�Q� ak �� Odd&= � b� a a&*Ntsnww ftdgnt No ipwtowmlrwk by a wed 80 OpeswadOlmd Aelarove Door seh 1Y3W2M No Y40 Ns Ns1 Th-TWtPat • dwOMOMeasabarDgsidOMk.Yg CempNM Edge F' III SMpis Dew sea Composite Edge FbegMn e SkOW Do � ndwpM;am" 11101l2020 No Yes No NIA 9 I.ThormrTru fbw�Claslc sea smoaaF Normal BW9;e QqudNge C—pleft Edge Fborose ShVIS Door OnseNO tdrarg: X COMIGUN40h) 9 I. ThsmaTru FOet-Chadc act Smooth-Slr NomMM 9; &gWNa mppaact)ap+d; OlaiW 12/31/2021 No Yes No WA Cwlposae Edge FOrplen SBgN Doe 0 . X m) 14 n. Therms-Tnl Fbr-CYSYa are Smooth -OW Nw*W aW8;O 6gWNoMmpsd&qud; OMM 127111t0g0 No YN No WA Co "M Edge FOegMss Sko Dow X n. oraMr dte Edge Fiberglass Smite Door (II1BxvIg101sswlnp: X eadlpurMan) PromlingMu"; Florida Department of Bushm a Professional Regulation Building Codes and Standards Pepe2 d2 17twM Flodda a Busews a ProhsslorW Codes rid Stalndmrde Ra04 O44 flaw, Florida BuMdkga Codes andaStandards RaOrlrti041FloridaIsom Rag DrPM4bnaM ofBusinessBusinessi Rrdassbrual Wdion Florida&A" Codas and 3tarldalde Base d+ ,mole Product Approval Application Detail Product Approval Apptiondon Detail Product Approval Application 0" Pmduet Approval Application DMao amanunaLtAll8C .atY.L&IMIDm EMMIsala.9n A Use tiRld lbAm awl PraAat No", Number or M.me Product Contrast Excitation Dale m.lffifi aMld&gt Press —tar 1 SERIES 420ALUUMM 99D SERIES 420ALUMINUM ODD OXO 120111020 No Yes No WA 1453l4&qudxW&qud; NON -REINFORCED 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM$Go OX, XO, XX 12A12020 No Yes No WA 96&Mwt dxeo&pNON-REINFORCED 3 SERIES 420ALUWNUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12MIA020 No Yes No WA gilt afW[ so so af<boit laser 1lmkm mmomom tam inan tALimm lbohmat *Iim aow" ar.himm h=nd Wr RaMMn 2Ot7 CMpey 0A*4 Pradels ON"" MetNbdmrW Wasik TO" Srvler K& Dry P&NNor iiaw=7 0/mom? 12Da//017 Approved Cdasw.0lMbrpom (513)7y&m ft p1ya19466a 0wh0dapar. Bad" 6drMrDoor AseMaaM teaeeter9ddatloPq-min Co.Wlwm M4ated CLt9keXw MFdrLWq 13a7a > �D< laser list Y.AEraia lint tar 1imm umdom good mdmo ,a AN" A a 11112A0mad A®Ml era RLrMMn am? Cbmad"PMdaMCaerry MLdIN I MNYkTM&Ig errelOSB NA Oeq PMNK 1112Arp17 OM10Mo17 171gar/017 Appse GYasey.P DOM (513)7raa0a2 w (etys194m r++o+la•+%BLNMaM IdMrbr DsrASBMaW Bd.B.YrJ'as Bymn Complm M n* 0OW40m lick or Lids MINIMUM Silt Alas �! YIY WM.maia lift hat! ]tom NEwhilm ltafW AiduKiHMM >ldMWA1R 1011111111111111 almond EWAMMO AaMrM arse RLeYlon 2017 PO7eealeYlov Dea Ralik MYeNOeaacw-crl IlodiDBde aCCO•VAL tYlaO017 11/LMt7 12Oar1017 APpsead CdB11ry1.drMr Dave (94t)4w4lw (79y31saw 9smCariry:BMMg BrMlorDesrAesesaees 011tLdlbomi 04w*lBBM Woad OwWAOm AWor La9ug 145314&quotx96&qud: 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12r312020 No Yes No NIA 5 SERIES 420ALUMMUM90DREINFORCED XD, XXOS&Qudx-"Lqud; 9ERIE8420ALUMINUM90DRtlNFORCED)XX 12012020 143&qudX98&Wd, No Yes No WA Alas 37 ,M7VON PAN,71Ftat; mil, 94. 73, 75. less, 19% M 7W, 4RWalt, BT, 4W. OW, 2WT.41, 42,44 481, gmdkA me blsoLgoo " 21 Bear Fast 9da 2s Oa) segMAr 00 isrw awls Oafita o NMOCODEW74; BMO•rpe Dow Atomookmt Almikan 1L= ammmL= No Yes low AVON No Merit E .30 PBF!•a2 loss wa M 003 wvF10 PRN41F1ga: 0,04,$6.75.7% IBM 19% 4RBT, 4AW, &W.OW. 4e, 42, M, 4aMe , 43K M. Was, Ysr(Anrnn S�Mrrtorlalaar Otilrarlallona WAd Peet tarn, 2604 COMWOr(PT N 16V oeat2m aW VA DCCDM?4; NB OrIp Dar Al®MAitbl AEMOUatr KIM goomLim Ms Yes a" !!talrlr No arse blotls MO PINFIJO P� Yal 10 WDaa70 Fri MkatY McBral ararA� �� atllarbdmwooft Vkryl eMYg OYa DOu OY14rMi AnMEMrfrJlr A®wwjm KM aafOtlBOa Ya raarf alum YM yes arin batrr NM 420, IM OOa. ODWV.ORW GMNV.AM. ARM, OOW, Ora. ORaV, Area, ARM, ®aB10111111 MO EDW Florida Departrnsint of BusYsa a Prokswiiotd Regulation &MV Coda and Standards Pos. t a, Imam Florida Department of Business & Professional Regulation Building Codes and Standards Pape 2 d3 irlord 20 FIaWa DepMlnwd of BtalYnea a Rr(3taaIDnM Regdadon BYa q Coda and 8brrderds P.01011 imm,s Florida 0spar6rowd of &mkua a Prohalonal Regladed r Budding Coda and Standards +teaw6 Product Approval Apptiostim DaBati Product Approval Application Detail Product Approval Appiosdon Degp Product Approval Appbalbn D@W RA"my mt Stlfr IWbbn 2017 mougoom OultliMr ONtlesdAADO,ka Cdl+edry:.drkw ooaa arear=.arlr DOWOMVWA M C•eplMaeMAad Crmrlm YrarLYag GRIM mrlrtlUr *@Odo a( D@*DBm U1.LW Ted Bsmwl, PE (641) 404's" (3m M9.4707 dw do**NWAioyo m lrlrtl alfrar/ ashawll 1113W2o17 10I16OW7 Allan/ I MaM17 arse Approve !Sum" ml )Orange weYPw 3017 mmis � C4q sul6g PnldulM Calpwpl Be8Celegety: aLatlonM ltdu►Y DoerABoaeBr awsoos"pastsora aaeeleBaa Milked 0r9AorlMt Mrkwnaag INKILK 2l 17A9trsitimm Immomm Msek Nbdw9rM MtMrld T(tLIMg SrvMw NA. OBnr PhtehMr (61y 7706062 lie. (91ya184MM waeNerAYdOdepBymn Ylalafl !Small no � arL lemd 11rlaM17 OW00017 Amami i2a9r1017 arse Approved 1Saa@!11 hate now RBvabn 20t7 arudmon ClaprP Btatlke Is DOM Canlpety O44+ad1Y 4DOrMr 4Noae Caaprree Wand CrMrtlw Ysekw t)•OI1e Com*N gr MoNwMIW.drlor DawkwLbft 2m" lodooLkLhm gludi at MrkNtwM9N0 InNrld Tmilg Brvba NA, tiBry pOahMr ply 770�6092 Imo. (alSat9eee6 a1aWAWa)depBy ddm hlallrl AdmI 11I20T/017 MnN1017 S DAME Ml At®Ma 1290=7 arm Approve Cn Iasi! 52X72 FPrdt l9tlfl4 ell g � r Flo S&ltltatJ>mi aid o -OWO Z 185 311 52r72 FM/Flen Fmrne Ki/80 91 le Nova 10/082023 No YN No BOMO rralrW 261LI :A¢btfrlt aaa allrtdMlBata niamumlldaan 9oalM LOOMMOLM ho osMlatuu AWA M AKMM lama grrltttlma: bow Boom arse almost anLMMaYsMlan arrLAmmmat aMMratMtatraYr& AMMOSUKMK ASE M A LtM ARAM te rinlala am afln lea Aug armdMM<nt Lrfrtoltlnar Ana!& Alla.M/it" ANOINIAtlr KIEBQ Odd&X am AQ mobw sirs bur n Mrs 1 6D7,707,727,747,wdbaftgls Bid PWMGFDOM Fro Olmd. wed II Ishills Wed POW of 121810009 flolea maid deers. Yes Yes Ya aid M OM MAWS FANd1P1SS: 7% 75, 64A 94, 42.46,421, 40t 4Mr, 6ROM.ST, O, ORK AM Isom awl Pa pttkt. ffiOy tNgMCsr(UP assw Mlle) 0a2v= vwwOODEw74;VAaBri Der No yes NO .38 PBF142 Pa 102 102 Nate PAN.2FI : M 75. 961, 94, 42.48,4211, 40G, 4F VIT, 44t, ODa, DM Ara, SMNPon part. 29V4 Dw6111CWWr Be 107 ow2t = W"VADCODl60174; VA amp Der No Yes We .37 PSFMI POP CU (D Camm" Florida Departinerl of Business & Professional Regulation Building Codes and Standards Pe9n2 d2 tdMd2d Florida Department of Business a Professional Regulation Building Codes and Standards Paine 2 d2 SQ72020 Florida Departiv rdof ft nsa a Pro///MaW Regaidon Mall" Coda and Standards Pee., rt same Florida Department of Business & Professional Regulation Building Codes and Standards 20 2020 O Product Approval Application Detail Product Approval Application DeW Product Appeovall AnO Mlmk Dead Product Approval Appikatlon Detail Of � 11m! Yol&D Revleloll 2017 Yinumo L POT Tory: v0 Cetepory: N616owe 9WCrairy: FixedyaavaMLpylMdu.elN.c CongNta Maosod Crtacadon Mdm or LNtlng 29= EoMo&MdUMU XddAL&aa( Jets R8&010 Mleml•Daa BCCO •CER M86) 315-2 EOCO - VAL (911)4ffi-0100 (798)S1S-2990 ant Ylltlrm ir11OW LW.AGLWA D22512D2D 01272020 dim 022812020 aa" ApprvveE 6L� Stale m& Isom ReaYbn 2017 Moldoom POT YIil1YY6 DLrtaarVl wlad0ee eeiCMslrtr. BrgM nets lili(.a ge a ankaL LIOM Idmium Deal Rork BOCO-CER IINBdOBdL ICCA.VK (M1)4M4NOD (79y 319,2aM dnrdl pM.ean art Yr! 29120 l 3wom AWNWO amA1 12I10017 721011/I017 lira ammo 12/162017 arm �•� Ij�1j1S1.R7 �a Madaela 90IItLAUNEa Br>a tss Cmdm� latlaOak Amewdfor uN Aug k(� orsMsxwtz taNM gggro >�Mla CIO gggg Eft at go ore Od.Parrtem lids hint YMW mmmalam fmDtati tioarMtiLnou YYIOagm YMWM AM= FaCAwreaa AOM039a HIS Revidan 2077 Ml WindaraeM Oowe &sit 9.Impr AmnirJn ArdtaWunl 91ewnM llkA, PE OBA4rdl19 Ofi042D1D Od071J019 ApproaW C4mgory: Vdndows (717) 3953300 MamlcOer. Amodstion (717) 3174454 SLA Category: Rred blftporfatohed an Cmylmw whoa: co mcabon Mod, w us" Cats~ eked Dummies Mrkr Wit BYE n rrrr� an 1 Ftodud Mom, Ntardr or Mams 185 PW 91ertA9MtMra, Fraser 73.72 Insu bed GYN 04103nm Aaaweved for Use Aeorowd for uN hiShcL $If9r&11Y1� No Yes 1 No )LemModel. htlrQ .40140 911ii0L8{MLDa EMm1Maf>uMt Armm 2 a la lolud lei 7 BP4416M BaIg6 Ae11U InaLeO Vryl /W42 1hd10 VraeN 071201M20 k= addiL BQa Ya Ya ft W YM balsams NN 8 PW-55W (Lrga MINN knpad) yf Fated Window 0443M025 Yee Yes Cn Florida Depm- as of Business a P olealm Regu Mien &idirg Cartes and Ma nderds nee, r/ ueete Florida Dapartrnent of Business & Professional Regulation Building Codes and Standards Pegs I d2 1120= Florida Deparhnen dB si nee/ a Probeft PAVAdon &lading Coda and Standards Pleat df +coo+• Florida DepaMwlt of BlsWrses i Piob*W tW Regulation Budding Cads and Standmde Pass 1411 laws O P rodact Approval Application D*W Product Approval Application Detail Product Approval Application Detail Produot Apprwrl Appgoa im Detail 20 tar mom r4y,mm am? lam Thw WTFJ eomomew Cerasey: BenderDOete ,yteaesagrp 4kgkg.adw DMANNWW Pbals RogMimd re UnnO PYIIY gifts gsrf �LYr � N*VA d Lyman F. adwsw PE Rya J. 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(36�3f7.16M pngNtLnOatlrlaalLMLr dM.00111 Yrt gut Yids Ara mw Oe%r1017 OBaeM17 YraElril lire EWAnmW bums 0&esM17 taMDa017 arm Appall \/ J 2 5764 Vassal aumklum Mu/on 17lJ72020 No Yee Yes OMrLaM howEdh mn AMMmiACtin laaM lean �ilYra W W emsmALUMe r9 era l�loaArlrer Smllrrrloom lr St an 1'AMtln ter Orlin �mb aaaaaa ouKIr Ao1am rya 21 MINN bow ssr• SLe / era■terNDerr.da&Idow AMaan Mrlaute aereeMMt sea sea rN " NM tut BOONLOlefrol frtlMf 011t A �Ir � � 1 s. 40tfbWC NMSQMet. lmBpBtaMlartlett. 9ercw.reoaaatetr4d,cotMrotee tba9oeerLt 68/9a8 &61tokFaLalSLt Glad byes taotem itra Orr -Op aertlrOradaadgvteod PN Yes Ya Net 1 CaeeNta 4a0SNp lrortaM MPLIaq f1731rJD0 Yes Yes NN NM a� C .}ssall O Ras Nl Depararwt d Butrtees i RgtaaMaW diapdaion Building Codes and AIM1dMd/ Pose, d, ,rM,B Florida Dep91r0►wl ofBuskma a Prolaseloral Regulation &lading Coda and Standards Fs9s, a l IAMB Florida DePa41t4MfHnd C a RBPletlm Pwa�, ore Fbdda D d CBS a Rapuiatlon 91mulards Poid IA II V vJ hedMt ApprwM APpaga/eR Deai ProdPbt AppRkvM AppNaUon Datai Product Approval Appiatlon DNW Pnod42atApprovY Appllatlen Detail! 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LldrbO FirY6 lairs am" AVONKAMM 1Saal alum Na oF.Baattd- PL r4 �L mharMLalaLltMs.mn m din animal 10g49017 t01MO017 EGAnm. bo m & IOR M017 12n�017 err Apppmd � w a Z atae 2 IISIrlMmt+Olsg SMOLA� e.asirlata■ �raa!la.rrrart �r4teaMr•P slag t3494Mm9 Asaltatr aumrraatllta rma amm . whe sea Mom ararf MR am bur m naal�brlr< and 2 Meta~ Los elite Yrrtar araaaarmrn amrrfiokobta tOsrataLd as antes lmia 20 AMWANdAK set A.mtlSLYM k KM omdk a Yr Yr bow Barr w amr brats Nat aaam.abml� ass! 1 AL a&patusquet Ball alrLArmtn eeoalaeommom l mrrfaalral.aar NuwlaMvMyllNlt iamia 0 AmENKI VE AlandALME trmaa Ylaratmoa No Yes inset &rinse Mal 20" eatrn NM 6lr�mmrrlt as.g 2 ximm b. SONVAOM T4&pmt Bda arrrar,mtl ember am firrisommoam Mmiwleu VMyllem 120101120 A®alirlr A1.rrlirJitl rleaa Mrfatmoa lie late Bohm rr No Yalta albs MN Z Q J a SHEET NO. PA 1.1 Florida Department or Business & Professional Regulation Pgp3 r3 Building Codes and Standards 1r2V= Product Approval Application Detail rail mIILg mu an DetiPwdkw BM MEMO mmiww tra Cana itrLorL.Ai.igrte mmlrOo.NL 2raraa awned faGAGUIRM Aa2mna held Revorien 2017 GAF Mahar atish Robert Nlendren John W. Knorevito, PE 12MI2019 12/112019 12MA2019 ling FSC Apo. 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