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HomeMy WebLinkAbout3027 Lytton Hall Drd ALL ORK SHALL COMPLY WITH PREVAILING CO=LORIDA BUILDING CODE, NAI 1�,!i;\L ELECTRIC CODE, AND THE rlra -,1 �EPHYRHILLS ORDINMQ9_6 REVIEW DATE CITY OF ZEPH HI - PLAN EXAMINER ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or AH.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookSheff FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Brill. 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 BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KM/all 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 Latin. 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 WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Well Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire I WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLANLy 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB I = IE INI 1' 4 Jk 174 10M 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. C-= a O 0 C e ROWN 0FI;S 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 eth Edition. Engineer's signature and seal is only for the stnrctural engineering portions of the drawing pages bearing Engineer's signature and seal. W H o �g It LQ J N ^ N OND LL t�72/ di = LL N LL LL 1 Q ; C u_ S2 a s 0a Z CC vrnon M W 80m . E °' °' Q F LL =- M p coRQ Na Mz �o J Z aoo W z � z z g m � M 'z'nn W OW V) RagW� 0 _ 0 a `I o M zo� w Z r.L E W D fI as QN Zo OO H r0�o CIL ui? oa oa W0 o O E N dp ao az a1i w L � (n C <= ZZ O Y m0 Z LL co yy Jy i7 � w O W N > ge d LL LL �� U a N W U �G � Jy Wyz I:. co f'N z¢ .0M >� � m Al W m .> 00 LO > T C m r O O) � T N OLO T T i OO Ln 0 0 r m Z' ' T M r y M o Z Z c E Q E a U Q p JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. C S J TH.B.+ COW IIC]III111111111111C]PIIIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]11lIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]111111 � ■�llM3ii� ❑ 1�11111::1111111111111111111r� - ■■A�����GARAGE OWNER'S SUITE , CARPET ��■�■■■■i■I .-IIIIIIII'-�i�llll■IIII■�C'J�'/,II■'� M! Of �■ Ilt�r W.I.C. 1 c'-L- ARPET n � BUILDER TO - • - •TECTION PER FBC 2 CAR GARAGE = • 11. IrK t1.Nl:::■N6NNNNMI ■■�\��ll�■■lily �:T.�■fl■I■■■Iil ■ DTT2Z @ BASE-• CD FAMILY RM A.F.F. .- BEYOND WALL d I/X NI 01 OH ' NOTE: FINISHED WALLS TO BE I FLUSH. VERIFY IN FIELD. ELM ■ MM e I>:-1 .1 . ■■�!■ ��•�I■ ■�■�■■I in® ��� _ -laminas I ,�■,'■ U&I 1 / • lI1III111I1!IIC7 ENTRY 1 IN �'■■��■■� 1 �■�fi���1��i11 Li JIIIIIIIIIIIIC]IIIIIIIIIIIIC--MINIIII 4'-0" 7 AV- C PATIO. o COD_ 0 113 CAFE VAULT. CLG. I�■■■■■■■�■�■�` II5068 B.F. 1 BEDROOM 8'-0" CLG. CARPET BEDROOM 3 _ I:iil1BEDR80M - ■am�.f_^ _ 068: �� 4 CAJPET - ■ Am ma 0 �_����■�■■■■ IEEE ��■■■ o �IIWIhh1Al��ii�ii�lhl•���Illlllf■�1 1■■i�■■■l��1■ �, 1116- We . • r. ,'•.- • = ■STORY _ ■�■ In■05 ■r■■■emu -IIIIIIIIIIIIII_IIIIC ���IIII111-IIIIIIIIIIIIII-IIIIIIIIIIIIIIa 111IIIIIII1I1I11C7��-IIIIIIIIIIIIIIIIII-IIIIIIIIIIIIIIIII-���C]IIIII11..11IIIIIIIII111111-1II�IIIIIIII111-IIIIIIIIIIIIII! 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 7 1 /4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 112" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 S.H. 13 20X38 18 X37 S.H. 14 20 X 50 18 4 X 50 S.H. 15 20 X 63 18 X 62 } S.H. 16 20X72 18 X71 S.H. 1 H2 27 1 /4 X 26 26 X 25 S.H. 1 H3 27 114 X 38 26 x 37 S.H. 1 H4 27 1 X 50 1 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 X 26 36 } X 25 1/2 S.H. 23 37 J X 38 J 36 j X 37 3/4 S.H. 24 37 J X 501 36 j X 50 S.H. 25 37 X 63 36 } X 62 1/2 S.H. 26 37 X72 36 X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 38 Ij 52 j X 37 1 S.H. 34 54 X 501 524 X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. aTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" C.A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 �F +26.6 / -32.2 OG SEE SN SHEET Q SEE SN SHEET 14.0 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 1111111111 MUM TYP. 2x FRAME WALL H Bt EGRESS A EGRESS BEARING WALL OS3 O INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 29'-8" 15'-10" 19'-6" REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 65'-0" we AREA TABULATION 1113111(TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 FLOOR PLAN - ELEV-B1 SCALE: Y4'=1'-0" INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 1 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 a 0 >L« ,ox"1111111fit UYVIV ` � .,. d7' L ' rJ ao co <<: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications oDntained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F Q o �g N O O m O LJJL lJOD NnNa#0 » 5Lo �u;LLa a�LL wNN wi2F 'zz-0(j)0) .n 19 0cy mmO F W L W m o r- lO �Ea'rn Boa 'rR" N �. � Narhz �o5 z ° 0 ❑❑❑ W C4 z P9 z J d N � z v c� (� w �0"'~ to s c Q t ` �co co W z a E t0 O UO o E N �` 0 o a �w a% L C � '9 �� = zN co ryn J aw $zLL <'w � W� N $ w� Z mw V �a �k J Nz W 2 co v 5 $� F 3 2M 0 = >r T `° .! 00 ^' m 2 .� T C) Oi Qi .. T J 00 Cr-4 QOO T m LO T cM iri Ch o z Z E O N it 6 C d E U J w Q 0 C J JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w Q MEDICINE -1 CABINET o0 � O� OLL ILL O CV M M CIOM C C" KITCHEN ISLAND KITCHEN 0 M 4 CV OPT. REF. R co OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL i - TOILET PAPER HOLDER rt CV FIN. FLR. SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. w a SHWR. o • _ VALVES - W o 00 = t C° SOAP Co Co C7 00 o DISH U LID LO o t co cv) 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN i e 4 00 MIRROR Lj OWNER'S BATH 4 F INTERIOR ELEVATIONS 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT x BRACKET 36" H BASE 0 o FINISHED CABINETS COUNTER TOP 30" H BASE c `_° CABINETS o 00 00 00 U_ SIN I� t CO LO a 0 1'-2" 2x L9 r qt 0? FRAMING r'IN O O - O _ 1 /2" GYP CV)`r Cy CV "? N BOARD FIN. FLR. � FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=1'-0" a o co 0 e` 01111111►It �•SE •�'� _ C = E OFE_5 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings campy with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. _ E co N CIDLo 0 J Of h4 to, J LL J d V) LL N LL a SO - Z 2ff° m0 W LL m0r- rn N a M Z U J z °< oa I W z N a7 z Q d �Z u � a 0 �In ln w C E � dd7� a �Q o co M ZWZ ty Z O Uj z 0 E U 0 0. O E QQ aXo � on w0 � o o ¢i z04 o �= - � C ZZ OY m o Oz z Cq J orb g �Z Wa U _ a x GO N oo3 0 M 2 = � CC L cm c� ,! 00 CO o � ■T� O T LO T i 00 L0 N N ao M 1'— E m r ` 4i th o Z Z E p E m w m a U Q p JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. 2 k t 1 I!.L---LL— , , -- — - ' 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND 5 HEEL � F30 io T.O.M. — — HDR HGT. — — TEXTURED p CEMENTICIOUS FINISH ON C.M.U: -D (TYP.) 12 A 12 5 —']L------ 00 cD I F.FL. +3" SMOOTH 1 TEXTURED BAND—/ 14'-0" RIDGE VENT 12 �5 3 TAB SHINGLES. ..• INSTALLED AS PER MANUF; SPECIFICATIONS MINININKI oa000000 oaa00000 FRONT ELEVATION - 61 T-0" RIDGE VENT SCALE: 1 /4rr=1 r-0rr 12 5� 12 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------- T.O.M. ---------------------------------------------------------------- HDR HGT. 1-0---------------------------------------------------------------_(Y-- 2'-0" TEXTURED o CEMENTICIOUS FINISH ON C.M.U. (TYP.) — — — F.FL. LEFT ELEVATION — B1 SCALE: „a.-,..o. 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. L 0 O 0 CO i H t tJ111111��'i \,`1``,l\ll .......... C•• •�� CV .�• (�, % o ✓r : � Gj O� � i�0 o P U � �•( �Q OFESSRO ;! �§ < �l�llltflIk%Ik'`�A To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F Q �80 ej pp N a! 0 Lo S O O 9 ap C N LL (D M 0)(0u6 7LL�� u--a a cm W . rn ai PLL 0 a a 0 11 0 o Z -0 to rn I .24 X$o Co W Z L mo�rO C"z Vz N �Q C"ZQ U J ° ❑00 W Z N f0 Z My PI v ' fy • Z O 0 rz .0 Q 1 Q O W F N c (� r— o 2 U °D LLJ 125 5 Q �Q sr Mco W _J 0 �o Q co E o wLL =_o E E V ~ _ 52 of o O E N L i p p K =Z w tt� w ro < O m 0 0 z�_ co .8zz b zz 0� w W i 3 �o k w� % z1w 3 0 �M = aBi > d' T ^' W M C9 ' ■= 00 LO X > 1"' m � C o ai Oi .� NO r 00 O^ r 0M m E T \ iri CV)Z c Z c E 0 4 w m c a c U � a p � JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. 3.1 - - - I I 1 1 1 If I I� I I ' 1 11 r. r .., .. .,. ... • .J a_ L1_1 ■. • r. r I I I I I c I a 0 bo TnM ---------- I'-0" _t 12 5� 4' OFFRIDGE VENT EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS I 6'-0' T-10" ----------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - B1 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" RIGHT ELEVATION - B1 SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. L 0 CO 0 C� O l i I l llll/ 111j `\\\1\Ill kN ,... . �'�I P f• �S E �� '••. Vol = __1 O� W •�••' 5 i F 1.0 ARoF E S SIO"' \` To the best of the Engineers knowledge, information and belief, Me sbucturel plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N o �g Lo M N C A W mn 00 i I i d: 5 LL N LL CODLL t1 N C) W , rp a Z tLU o LL fL v�0z�o W W m C1 X m o 'mono m�� W '� un CETrn Qpa O) ..�. N O G y z N a M Z U J °� ❑DD W C v Z N Z Z J � /� !! �- lV�p Z ` ♦ r� . W U_ 0M/V U V7 m W 0. G � a 0 G)t4 ,rr H N V. c o a (a log LLJ � � Q o, O M z W Z Q rn E E � s 'o sw f-"� � 0o oa tc E *I °d 2 i Z O C4 L wg < .Z EL4 �Q% (Q Cf)C O Z YZZ m O Z Z Z d 3 g �z W� U LL _N Milli Q- 211 O H �3 .2M � .> 00 LO > T Q CL C in = T O t.o T T 00 1Z L O O 00 T m 1"' cM y M o ? Z C E 10 E y w m C a U � Q 0 � JOB NO : 20-1786 SCALE : AS NOTED SHEET NO. 3.2 2" 2" *NOTE: VARIES 1'-10" 1' CAP = T CAP 04 1" N FOAM TO BE USED ONLY WHEN REQUIRED BYCOMM = 1" RADIUS----,,V) 3 1J2" RADIUS 1/2" RADIUS tiMv iv SPECS IFTY NOT, �^ iv 3/4" RADIUS a CD DETAIL TO BE 1" 2" OPENING VARIES 2" 1" 1" M BUILT W/ STUCCO. 1/2" RADIUS N EDGE OFF 1" 4" VARIES rN �■ OPENING VARIES 1. 1-4„ 0 2 VARIES N 2„ VARIES rIN T 1 1/2" RADIUS 4" 2 1/2" RADIUS 3 AV�I _ N • SIN 00 = �� CO VARIES 1"„ r( 11"34 " ;n T &p fD iv r`-IN 2 BASE BASE ko 4" N 1 1 y *NOTE: VARIES 8" 2" 3" FOAM TO BE USED ONLY WHEN _ ca T REQUIRED BY V-6" COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2" �N 1" 1'-4" 1" 2" 2" BUILT W/ STUCCO. EDGE OF � � 2a" • ' OPENING � .r--# rM 1-1/2" THICK All 1-1/2" THICK 1 O" c %S" 1„ 2a I I 0" 6" _ N �-l v z� Of T O N M " „ 16 Ncr 2„ 4„ 3„ 6" 2" 2" N w Q w cr ch 1-1/2" THICK 1"All 2a 2'4" 1'_5„ 5Z„ 1,�„ 3" N io = 51" _ z N 1. Ur ?� O' a 1" VARIES VARIES L 22' Q M VARIES VARIES 4" 8" �1 ` 0 00 N : °° ae tir 6" 4" KEYSTONE F11 = OPTIONAL T KEYSTONE F11 OPTIONAL io ; AsN co ' Z' 4" `D Rod„ = a 3„ L3" + 2" 2' 4" GARAGE DR. OPENING 4" a° 4" WINDOW OPENING 4" " NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1" 1'-64" 14" 1" 2-1 V-4" 2„ SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 5j" 1'-1j" 5j" 3'-8" iv 1 " 4" T-0" 4" iv 10" 1'-4„ 101,11 T b 00 t0 z � � CD N �� �N 4. N tD 1" oT 04 1" s _ T CV Rey � oQ 9 It c7 CM T �9 1 ro, _ T 1j„ GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 FLFLJI 0 0 0 N O N M O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H E m Go V Lo 04 M r N m LL ft�7711 0 (ii LL J d NLL N LL Q di ch I W rA > C1 LL fZ CL g �Zy Z .— 0.1 WO 'f' � co0 Ii y=_. Z m S N p G to C %j U 0 z OHO W U z � z g a � N z �M L W '� O" 11J N � cn c � 2 wg U • O cco M z� w 2 00 o � '0 Q E U U1 XU VoWWa JU ZO O E CV ao~ < z ¢Z W Z � w w LL C �z z$ by mg O z Oz Z U vsj 0 Q W fz 0 O U J g a tD � oa z�Q a= O ~ U 3 0 �M = B W C� CO m T O T 00 N N 00 T LO Z` T M M o Z Z ' E Q y c 4 G 0 -1 " Q Q J JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. F1 11 IL1151 I 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. 200A INDOOR PANEL CENTER #14 copper to lights & outlets 00 AMP 1 2W A#12 copper to 20 amp ckts #10-2 copper to WH #10.3 copper to Dryer n2/0 or4/0 SER Alu 200 amp IDIscon 150 amp nett POWER CO. FEED INTERSYSTEM L#4GROUNDING Bare Cu Ground BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 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 GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET LIrIlh SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FANLIGHT COMBINATION 3 GI Q, ELECTRIC DOOR OPERATOR (OPTIONAL) A I III I I r I I I I [ I I I I Cqp I� DEDICATED RECEPTACLE H CHIMES (OPTIONAL) H B FOR MICROWAVE RANGE 49 PUSH BUTTON SWITCH (OPTIONAL) GFI DISC. HOOD PER SPECS PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR @ CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Owl ELECTRIC PANEL i DISCONNECT SWITCH ��� ROUGH -IN FOR OPT. CEILING FAN C� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH QI 111 nao ELECTRICAL PLAN - ELEV-B1 SCALE: Y4'=1'-0" G� O 0 0 CV 0 CV 00 M O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentsl 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. WE Q totD �p O 8 r. N O N iR �j n X C.9 N LL M N # m 0LQ.N-. f/1 W G- a Z air-u; aa� -0(0a, 00o r0CS Xmo 19 W m C N t0 m morn 2 Earn Q pp a UM ILW (s�Q O y M N 4 Q U� J W v N z z g � lV N z 0 ty �+-j f6 U 0 �O W �N c � � ' ® � o U 0° m Uj �E g =—: U I c N 8 • Q � o S o chi M ZZ o oo Q g z® E O E 0 H r17 x� o0 "' o o¢U¢ U4 Z O C14 ip �r ag Wz re d ro (� z ya m2 O ZU Z (/i Q) J m 15) a Z NW W � 3 y�LL �i �; �LL �k o CID z L� �M > d" � D ,1 00 LO > T 0 Q o 0 m = r O 0 0 ,— 00 1 LO N N O 00 T M ' T cM ` `� CIO o Z 0 E m C a 0 � Q p JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - 131 (TRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 1 591.0 315.0 276.0 (Zone 1) `*NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: Y4'=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. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 0 O 0 00%%i1111111011p�d .af V,. ; *,;"o C D 2'°•• •• d Q<: 01� W W —C r r �$••••• =LU , ,` 1t1� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q E 8(co"�p �p 000 It 1A M N n N J pNp LL 9) 5LLrnR LLLLa Q g' .. , M l W ' 'd 0L W a Z vtn� 00: Imo LW 2E°_'O' Z a V< N o NQo7Z Q O U 0 J Z �0 ❑❑❑ W z g J v N z C1 0Oo V N LU � G) 0 LLJ O = E V w_ U C 0 Q S� CD M w LL ii E E S _• _ 04 pU O E N M �p �o wZ (p N_ C ao g� m0 r O zz Z J yJ5. <�0 W;z 3 � 81 O ddd3 O t� W O w r, 0- r 0 a x t>J z ov3 1M � AL, W 0 .> 00 � T 2 �./ C r � 0 c O TE T 00 C 00 T E' Lo CM ` o C O'A E T C a. U Q p JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. 5 C c l'-6" i. V-71" 6'-q' 6'-0' TYP @ 1 STORY U.N.O. A S3 55'-10" 6'-0" 65--0" [mil➢ 1'-7" 3" s 1� 3'-0" H.B. 7'-7" r---------� --- ° -- ° --------� — -- �— —2) BUILDER TO (#5 REBAR 4'-0" 12'-1" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL I O UM 0'-0" I :: I :: I PROTECTION WHEN REQUIRE D I I :: I. PER FBC I 35'-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. iv I SLAB FOR HERNANDO I M I I: K T I J I ;O I COUNTY ONLY S3 S3 3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 MIL VISQUEEN 2�-'-9" 4'-10"1. I VAPOR BARRIER EDGE OF SLAB 2" = ■ I I CJ I GJ I : BEYOND WALL I CJ I 4 _ b> t-T- C? 5'-3" 1'-10" 3'-6" � T cn O I o ' I: ■ t Am (2) #5 REBAR ... I • r- VERTICALS w/ in I — '� OPT. D _3�• I I I FILLED CELL 2'-6„ G o x2-6"X1-0 FTG _ _ W/ (3) #5 E.W. S3 3'-5" SLOPE? 7-1" (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" I I AHLI I I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A I `\l K CC :: � I S3 S3 FILLED CELL I - r S3 cJ y' - I - - iCJ . ....... .. . . . . . . . . . . . . . . . . n O 2'-6"x2'-6"X1'-0" FTG 5'-3" W/ (3) #5 E.W. = I -4" L (2) #5 REBAR M I i' I PROVIDE Y2' x 9" 1 INDICATES FILLED CELL w/ 3000 PSI "' CONIC. GROUT FROM FT. TO BEAM � � RECESS FOR FRT. OR SLOPE I ro VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB %' HVAC CHASE TOP OF CONC.I PAVER T BE 4" 4'-0" 4'.4" 4'-6" FILLED CELL I TYP ALL PLACES SHOWN @ BASED ON 0'-0" BELOW FIN. FLR. ■ ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I LOCATION I ..:::::::::::::::::::::::::::::::: ' ' W/ 25" EXT. ABOVE SLAB "GRADE 40 ::: :::: :::::::... STEEL" ii' -----•------, 4'-0" 16-10" . •12'-10" _ CO STEPS AS I PROVIDE 1 y" RECESS � REQUIRED10'-101 PER FIELD z I FOR SGD. REFER TO � � KITCHEN ISLAND LOW WALLS MASON'S SLOPE FOR OPT, . ' ....... """ ' "' ' I Icj: a" " ' "" . t CONDITIONS WIDTH i i' ■ �' CJ------- - - - - - Ci. REF. Cj- I _ _ - - - - - - r-+- - ---_- - - - - - - r — —%�- --_---- ::- CA TYP@1 I I CHASE S D�-- I D.W. I a0 I I I I i lit STORY U.N.O. A N b tov I I L� __-�- -- I :: I lli M S3 rn 'n ( i SINK / DISP I 31 /2" I L — �' 16-0" 2'-�" 6-10" I :: 0'-00 :: C�l I ■ It I tC] i all- ■ ■ 1■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ H 1'-981" L 3'-2$" TYP @ 1 STORY U.N.O. A S3 2'-10k" L 5'-11 FOUNDATION PLAN MONO - ELEV-Bl_ SCALE: ,.,, O. 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 VVVVF 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 LU vu'i CONTROL JOINT DETAIL SCALE: 3/4" =1'-0" #5 CONTINUOUS .: • '•_ REINF. SEE FND. FOR •. "• QUANTITY ', :.; #5 X 25" X 25" CORNER ;'' ' •'' ' ' �' �r BAR ONE FOR EA. �'' ' �'' ' • • HORIZ. REBAR, TYP. •' " •• U.N.O. • •, • • • •• ' "Alternate: _ The reinf. bars shall be • • • • • • • • • • Cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 0 0 To the best of the Engineers knowledge, information and belief, the sfnKtural plans and spedflcations 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. t» r Go 8 t_Np tp arD 0 C7 t` S # 40Lo LL N u- N Q aye � LL 0' CLLU Z 0 ��nC) 08o C�0CS m m�O Z tLILW 2 E T B o a N0 O Lo v M Q Z Q N Q U F °01 W 1 C9 z z g a (nv)^ � o W LL 4-1_ "U W �g �O w E c U 0° w � = O Q 02— r-- C=) M z W LJL o zo 0 g >p b Q E 0 w0O 1� fu ag' X OOU OQ oa =) °U z o a ao Hw L • �p (n C C ZZZZ z Oy yx �3 ° z Oz Z 3 a" ° 00 g a w oil� W oLL O CO o z ° 0 ACM = d' CC .! 00 LO co 0 O 0) T C-4O r 00 LO O 0 T ' r CM 7- •' CYi o Z z EO m a ci a o JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. 6 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 R73 345 305 8 - 8d x 1 112" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18)10dx1-1/2 HTT4 4215 5/8" ANCH. 1(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. 1(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-112" Q HUS28 1760/4095 ** 1720/3125 " 30 - 16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM W 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 3112 & LOWER. REVISED 10-17.19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 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. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: Y4'=1'-0" L 0 O i i lot�i lot ,rj `S cIIr FE'$SN INN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q EE ago pp .pp V 0 Lo7 O 0 0 N J M C" N m 2 LL LL LL d N M !� ` ( Q) as 11 3Z r ��� OzO 19 m _ �' 0 0 - W W a m o r co E T m J c Z L v Nd aoo N Q in z � a Z 6< V ❑❑❑ W z N f7 z g J M d N W z f V * LU L p iL 4 a DU —' (A O c EO �kn =) 9 U $ C) Q _O S� � W z M IJL Q E zo ¢ �p E3 O U wo 10 z® oa rO _ V V O OU 0Z O E O N N i ap °�z wo ¢tea wz zw w� f0 N Q) z oY m O °zLL Z N W o Wa gLz W N z U o = Q v � 4 � O F CC) °zlWW 00 3 .! 00 r r) ^ aCD ' O m � Nt T 0 O d± . � T J 04 r- 00 O � T ai r M T- M c Z z c ' E O E y m y to ` c a U Q p JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. it. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44113/1T8F40 1B/1T 8RF400B/1T 8F321B/1T ® © (M8 Kamm mvwm FORM & GROUT SOUO ' J U .07 ##5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE = N.T.S. I YI-'t UtJIUNA I IUN #5 REBAR MIN.(1)REO'D AT TOP ALTERNATE POWERS F=FILLED WITH GROUT /U=UNFILLED R = RECESSED -EA LEAK STEEL LINTEL aAJ QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY a ,M.U, #5 REBAR AT TOP W a` a MIN. (1) REO'D 4 1-1/2"CLEAR 8F 16 B/1 T e° .Q < % 'a GROUTto D tNOMINAL,#5 e Q y tr d C.M.U. QUANTITY O n 5 REBAR AT = — tq w REBAR ATF WIDTH BOTTOM OF a rn ? w woo ; d TOP LINTEL CAVITY NOMINAL-° -BOTTOM o ir $ � Z HEIGHT REINFORCING ¢ C ¢ 7-5I8"ACTUAL PROVIDED IN Z LL o w m D p 8" NOMINAL WIDTH LINTEL ¢ O 3 m 7 vi ¢ R <o #5 REBAR AT BOTTC AS INDICATED (VARIES) u�i i° MATERIALS c-T -P preca f ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 lost. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manutact Tees specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemerMuos coating. See contractor specifications OF O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: Y4"=1'-0" �r— 0 r AO\\\\1ji96t�lPFEII � aE • ." tJS •�� _Qd C o�a x • F L. 41F r'ij^ ROFESc,1O 4 ilitoti tt To the best of the Engines 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 seat. to F• Q 8 N_ t0 Cnp pO co N C' N N C J m LL- di E=- 7 LL N U Lu LL '6 fM ai sm W ' n' d � Z �cn°' o O=cZ ms W �E°O' pm a = '1'ac)NLL Q0 V O J W� � ❑oo U 2 U) z Z Z � J MM (L O N^ Z .1■ W (D LL LAJ O C) L. JAML V) V) I ~ U Co W 129 \ _ �Q0 Cl) M W Z� E ag =a Q E zo oa N I� n7 �o XU Up pU OE O L }aFZ o z �6 z aZ W ram.• r0 C C o m 0 O LL Z N J 3 b <w o W CL 8� LL �a� a mw U z g �G O2 O '° 1 r �O a= co � za 0t � 3 0 Cie) = L � 0 00 .> LO Q C s CO 0 O Oi N O LO r I 00 N N r ui LO T M \ iri M c Z M Z E O d M a U _J Q 0 c ° JOB NO: 20-1786 SCALE : AS NOTED SHEET N0. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOWERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATERS EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131" 10d = , 12 0.148 " 1 = 0.162". d = 0 .148" 6d 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent 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 1'-0" away from the building side walls. 3. Irrigation/spnnkler systems incuding all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1- Initial treatment shall be done after all excavation and badkfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C crate ova and mortar along the foundation perimeter must be removed be re exteno ll 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 must be installed after construction is complete, including landscaping and irrigation. Any sal disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 TOLERANC E 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. O 0 n�,,s ��`�t�e1uuurrt 'N .. . �•SE" '•� C\� U r `f f ! ,,•' 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. ao s $ R ci g� N co C 10 N LL r # ao 0�°'� LL LL a Q 0 Vj rNo W 41 lL d a � c � z 0: � CO 0 0: CS mCOO o W 2 ET o L C 14 J z ° L) ❑❑❑ W 0^ z N z z g J C7 � N (nvlu_Q V) c S ib U Qc Q � r_ o M W J �� f QE o �o 5j° > ?o N :: i O W 6 g� zp� N g� g gZ m2 m Cl)C V NO ro =z z QW z N $ ao W ,Z U �o LL �W �G CD Q y Y6Y � F F g � a Ii CO ila 03 =M 0 = W � C9 ' ■= 00 L0 c m � V C 'Cf r 0 O a) •� T J N O T LO T ci .i. OO NO � M 1� t`7 H cY) o Z E Q ac c U v Q p c JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. SN I- --- --1 C3� w J m c� ROOF DIAPHRAGM NAILING SCHEDULE Pin('F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" 6'-+0" + + + + + + + + + + + + + + + + + + + + E + + + + + + + ++ + + + + + + + + ++ + + + + ++++++++ + + + + + + +++ o + + + + + + + + + + + + + + + ++++ + + + + + + + + ++ + + + + +++ + + + + + + C iJ 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" orp nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° .1,/ 1/8" gap / r / FILL CELL STD. 90° HOOK BOND BEAM kn ix w CONT. #5 STD.90° AR � >I HOOK �(�� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID I 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" max gap • � 4 max. Q /77 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., cinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack 'Non stacking walls over squash=20 blocks and require additional wall or beam below.' consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 101-0 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" o STUB -OUT FOR O o o CC)GAS METER U CV = 21v Sic- • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL ""ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1 SIMPSON HTS20 OR (3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —1 DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 ptf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls: - for vertical load transfer Load bearing walls J when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 6000s® BCI6500s® 9-1/2" -1 -1-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60EP 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 SIMPSC w/(22)' NAILS 1 5/8'91 THRU BOLT SIMPSC wl(22)- NAILS 1 R TRUSS OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN, EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset Q�/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Odnails require additional consideration. 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) L. 6" A 1Y" ROUND HOLE MAY 6" fill L DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 V-0" 1'-1" 1'-2" 1' 2" V-3" V-3" 1'-7" 1'-11" 2'4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" 1'4" V-2" 1'-2" V-3" 1'-9" 74" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 V-0" 1'-1" l'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" 1'4" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" W-11" 24 V-0" V-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 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. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. - Installtight to top flange. SLEEVE THRU STEM ' SEE PLAN FOR °. • . • FOUNDATION INFO ` a e' STEM FOUNDATION "✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap 4�1� i 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 ° depth I° I -JOISTS BUCKETS N.T.S. GRADE . a —REINF. SEE PLAN 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 mill ll 113 I, PLUMBING LINE PVC OR SCH40 SLEEVE L— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION a e d C 4 O.e d � 21 \ �' � e SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE v ' . d e e°' ° ei G .a a G 4 e a a Q Q SEE FND. PLN. SIZE & REINF. O 0 0 ,,��,�±,o��ssstt� S rL6 `VA J� O� Q x :•ter, U C Q'� , p ••• I �( \ f' 1. ., F S t E S To the best of the Engineers knowledge, infb7mtion and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o 9 N�pp it 8 0 L4 N s S so-V di M � � a .7 LL N LL a 611 W vi 0; a s ZvW0 a: OR 8 a: W =' 0 m0F_ Q� � W Z 2 E& m O a N ° ¢ O a N a M Q U F J W z a � m d N N 'z . a) v LL 4- J t'a ui � WLU N C o N = Si a® iog 0 �$ _ t 6 Q E O a • E U (6 E V a w °i Zo N N C -�x aQ tz Y mo Z LL z J 3 a " az � ztd � 3 mzl°d 03 0 `M = L T ^, W a 0 .! 00 LO > O Q C o 0 CO Nm ma C T O T ci � O C,4 T r M CV)Z o Z c E C) in d `m c a U Q C, JOB NO : 20-1786 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAik 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8° A LUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8,x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Q- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c iV t• ,, • s I 0 Z � O0 � Ma' ao 6 MIL VAPOR ► z BARRIER COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB —� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4- (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' (2 STOR GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—, (2) #5 CONT. ON 3" CHAIRS (TYP.) JI �7111111 �L IC=,J1 1lll>t:, (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'4% (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH "' ° o TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 2x S.P.F. STUDS_@ 16" O.C. 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"xl6" 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"04/16" PLATE WASHER (TYP.) Cl) ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD @ 24" O.C. ot OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" ° ° . , 31/2"MIN. a a° a, ° a ELEV. -0'-31/2" z ° .° ° a a A.F.F. 40 o a ° , ° 2x4 CONT. a ►L 4, - ° ° O ° ° O 0 = a °� N O0 ° a a a ° 31/2"(min. -4" GARAGE DEPTH VARIES a 1 a I a 4 IFT I I I GARAGE SLAB AT STEP K"W SCALE: 3/4"=V-0" S3 rIF 2x STUD 8" C.M.U. 1"x P.T. STUD ;6 #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY cli 2x P.T. PLATE ASSUMED FINISHED GRADE Z ° 2 \D t> ;0 ° ° p o ° o i o° ° I I I—III—III—III=1 I I=1 I I- p I —I I —I I —I 11=1 I —III —I I 8 ° � III —III —III —III —I � I —I � I N —iiiiiiiiiiliiillliiiiiiii iii iii—iii FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" v A A . _ . e TYPICAL THICKENED SCALE:3/4"=V-0" S3 GRADE 1) #5 REBAR w/ OPT. MIN. EDGE K'T SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 14H O.H.D. RECESS ;T z 13 O.H.D. RECESS Nt N •' T _ .: •. : . .. 4" 41' • A SEE A/S3 OR J/S6 J ry L I Tu- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS i SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED WI 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 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 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" \ WWF OR FIBERMESH 3 1/2" MIN. 1 - 1/2"(min.)-4" _ 1/2"(min.)-4" (3 11/ 2 (rn� i n�j �- (2) #5 CONT. 4„ 1 1'4" 8" (2) #5 CONT. 4" {'-4' 811 U.N.O. MIN. U.N.O. MIN.- TYPICAL BEARING WALL an STEP nor SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=V-0" k e-1 1 SCALE:3/4"=V-0" O JPS ems• SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C J �M s INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. L @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _ e . • > z_ GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE r FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30'MIN, LAP] 6 MIL VAPOR BARRIER 0, . ° .' -°O R 1 7/8" z #5 REINFORCING BAR ° ' r 951_AP SPLICF ,� ■■ ■■ . tat.■"■".--�:-Z SEE TYR WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 9.:E!�1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEAMM INTERIOR A. d • -3 1/2" M CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE N M 6 MIL VAPOR BARRIER 4�1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 N WWF OR FIBERMESH Cl) 6 a ' K S3 '--#6 REINFORCING BAR #5 STD. 90 HOOK NOTE: SEE SECTION C/83 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE 0 W U � ° a D I LU fn (2) #5 CONT. ' =1 I ON 3" CHAIRS 8" (TYP.) 1'-4" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 = WWF OR FIBERMESH r A . . 11. . ' 8" II'=11=11.=11' TYPICAL INTERIOR BEARING REBAR DETAILS r F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �,13 SEE PLAN 1 1/2" RECESS FOR ARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO A SEE PLAN FOR " " _ TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN A I N v ci a . ° v e •— .� (2) HTS20 FOR STRUCTURAL r r' BEAM SIZE & CONNECTION INFO c i 20 P.T. PLATE 7/16' O.S.B. COLUMN LOCATION 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. o w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" ��S3 161D1 FOR SECURE 2x4 P.T. BTM. PLATE SEE DETAIL COLUMN PORCH SILL w/ 1/4"x3" TAPCONS MASONRY WALL AND ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' SIZE VARIES PER PLAN �, = w/ MIN. (2) #5 VERTICALS a ° ) M FILLED SOLID (SEE PLAN FOR = _ SIZE AND REINFORCEMENT) C'3 UWj = 4\0 °• Z W W o I—i i I —I III —III —I 11=1 O W w —III —III—III ; z BRICK PAVERS or SLAB PER on = .I 11= • • °• — - — ° e Z V-0" FIN. FLR.A COMMUNITY SPECS ILL — III I -III-III-III-III II III -III= FOOTING FOOTING WIDTH W SEE SCHEDULE SCALE: N.T.S. S3 a 'r ,moo %1%t11t11 t 1 E ! 1 ttf,,r,,, ro - CW `''ice a_ '••.....•"' A� �� E la''' 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 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 111111 W I` �� ODE Nm V M N CC,LL C" r iK ID N , PN7 W h � a a � r— z� o _ 10 °f @�s� lox 0 W_ E� <cCL LL °' < :DLn N< M 2 V o J z d ❑O❑ W C4 Z N �U Z z g Q U) N z a o a� � a--+ V N O _- E U 0° ° _ U • S C, C,w a U- zo ao® >o QO E U HV kp� as oa no 0Z Z o 2 E w N C <$ Y m0 Z z 3W wb Z °W W Q � 8 u a N U �o '� S ao =1a ii o 0 `M = 1124 W � "� 00 LO Q C0 m CU = O r- 0 T E z M ­- Ch ° Z C E 0 w C a U J Q 0 JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY LS SPACED EVENLY EXTERIOR FACE OF BLOCK W L IS 11 2" MAXIM M VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" WT2�x BLOCKING @ EACH END W/ 10d @ " O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)1Old (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER * +' STUD W/ (3)10d NAILS +' + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENTEl 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. G-SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN 31 EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4, 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 1 i" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/81, 8" 7 5/8" 8" 7 5/81, 811 KNOCK-0UT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 MIN Kai - 11 of 11 No _','INN �11 ��'�_ ego_ — NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE ti J T W \EERNMEEMMEM FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL /-8x8xl6 C.M.U. GARAGE DO GARAGE DOOR ROLLER CONNECTION ASSEMBL' ,- GARAGE FLOOR j TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a . a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFFp OOh� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING (t VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET vvvr� 1 rnvr� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK KK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' -4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Old x 1 1/2" EACH SIDE ' 2x STUDS TYP. OO OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS d da 4 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK _tt_ TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED FROM BOT. SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF 4&* SPLICE STAGGERED • MAN ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 3P2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR - ADDITIONAL DETAILS SIMPSON SPi SIMPSON SIMPSON SP4 SP4 / LINTEL SIMPSON SP4 -, a SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON RECESS SIMPSON SP4 LINTEL 10d NAILS @ 6" STAGGERED io I J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE E BEARING WOOD FRAME WALL � 4, SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1112"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 wl (6)1/4" x 21/2"SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285# SPF) _ • HDU5-SDS2.5 wl (14)1/4" x 2112" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665#SPF) • HDU11-SDS2.5 wl (30)1l4" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & - NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT • FOR HDU11 USE 1" DIA. x 12"EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 1 N " _ a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL Od AILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 0 o TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. �� FRAMING DETAILS ABOVE ENTRY / R \ SCALE: N.T.S. C� a 0 � 0 0 e -. • G Np Q ;r Ok .• F LO / z 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. F• ;9 8 N It N M04r # 0 LL Y�l 40 �J�� U LL N LL aZ goM w 'i r�a�O�n 0 0 a_n� �ves Fo ms�g ma¢ mrWm, W z L coE50 Woa a o � Nt ;;z zU F < zCL °� ❑O❑ W z � M z J a � VJ M z LD � 2 U W `- Ow N E �N f6 �— U Co w & ~o$ x U • 0 w so o M W Z =� o QE o oz Z• E V t— kaa= 50 US o" 700 zCL o E � r0 �� C �� ".'z 0 ZF z .�� rq J 53 3 a'° �z ° W �� $ a 1_qw Z f7 0 IIIIIIIIII' CD 0 ZG p� Uri .2M � L tM � Al W � c� .> 00 ^ � L T O �^C, m 2 T C Ir- .� J O CN T ' r M T__ 6' Ch o Z z E Q42) o a U Q p JOB NO : 20-1786 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) (6) 10d x ^ 10d x 1 12" AT EA. SHEATHING DETAIL Z"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS ^ OUTLOOKER OUTLOOKER S06 FOR 2 6 WALL TOP CHORD BLOCKING FOR @ 24 O.C. NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL jr— AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL • FIRST FOUR ROWS OF a5° 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)1Od 3" FOR FIRST FOUR ROW EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SILL • 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH L BRACE HERE " " ROWS OF TRUSSES FROM @ 48" O.C. MOISTURE BARRIER r "" " 5/8 x 10 J BOLT @ 48 O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT 6' INSTALLED 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 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4"TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H1OA w/ (18) BACKNAIL W/ (2)16d NAILS x , USE SP8 FOR 2x8 WALL) S SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24° O.C. (OPTIONAL - SEE t4"MX. ELEVATIONS) OUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1Od & (2)1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL SIMPSON H1 OA wl (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" --- 2) 1Odx3" 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" @ SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE TRUSS) NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 1 Od x 1 12" AT EA. 2x4 OUTLOOKER • REFER TO DETAIL J ' =' SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR X-BRACING, AND TOP N NOTES AND NAILING TOP CORD CHORD BLOCKING N Fi SCHEDULE FOR BLOCKING FOR INFORMATION co aO SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ 2"x4"CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES ;, 00 APPROX. 8" FROM SHEATHING TYP. -tD RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING " " 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 /� `Ij�d' 2x4 PANEL BLOCKING/-W/ 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2^ x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FI 48" (4)O/C FOR THE FIRST (4) ROWS OF OSB SHEATHING ATTACHED (2) 16d NAILS 1 Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" 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 O/C w/ (2) 16d (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 TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4'T' ON TOP OF PANEL 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" 0/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 71NIMUM 2x OVERLAP TRUSS BRACING ;ROBS BRACING47 PRE-ENGINEERED 6" OVERLAP 5EE PLAN FOR WOOD TRUSSES AT LEAST TWO TRUSS SPACES OCATIONS) 10dx3" O/C 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 ALTERNATE NON -DROP I I I I I I I I GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 �� � all � • . II �-° � II° � _� JI- \ � � . . ii �. � � � � - �� � ° �I.: 11a�� � -� II � �� -II. °� CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \, S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"0/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)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU ut--- MASONRY WALL 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB t� DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL 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 'IT" BRACE 7 ' " AS PER HIB 91„ SCALE: N.T.S. S5 20 -0 MAX 20 -0MAX "X" BRACE SEE DET. J/S5 -1 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. aI�AII■IM��III �YI�I�I'�II 11�1811��1010 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0!'- 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 CORNERJACK a Y CL U ac W z Cr 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) " f" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION a 0 � 0 0 ���\���\1i1,i!liftfft►�j0ry O W SE JCd F LO -••O or Nr\\ \\ 0 F E S S• � rrlfllEti;F,tit 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 - Residenfial 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q EE N m # O E;N 00 4 . 0 N I a to aw lL N LL Q d auii � n' ii Z 13 v0)0) 0Wzo JB� rrmo W m onto ¢ W_ LL 2 EcP �o 01 N C R a to S N a Q U J z °� 000 W z C4 M z g J C7 fl N � z'^ ■ � V LL 4—J f0 cd C.. cd C, o U a 0 G) W N N c �s U „ W L�$ _ • a W M s'z z0 Q E y M _CL o�o ' U <a oa 0 U Z O N T aQ <g K w I N C Y ma ZLL Z CZ)�x >Z i ° W � T g� a z m w U _ �k J S y= _0 �o 0 2M = m ^` W � C9 .= 00 LO �1 > T mco 2 c d' T C ■ T J C'q T �CD� T ' T M y ch o Z z E o E m a ci � a o � JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. S5 1/2" DRYWALL DOOR JAMB REFER x4 1/2"DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 (UNACCEPTABLE , INSTALLTIONP.T. DOORJAMB (REFER TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CON)ji MAX. 8" DO NOT DO THIS90 PROPER INSTALLATION ` ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. x4 X 4 #5 REBAR (TYP,) ` ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 3-1/4" LONG X 3/16"� FURR NG 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2FURRING TAPCONS #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON @ 16" O.C. & 4" 2X8 ITAPCON. INTO STAGGERED @ 16" (TYP,) 1x8 P.T. FROM EACH END w/MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH �� 1x8 w/ 2 ROWS 8d NALS ��F I 1-1 /2 DETAIL () 3 DETAIL D. 90 HOOK (TYP.) STD. 90 ` /j 2x BAND JOIST W/ FACE NAIL 10d @ TOP & CHORD, AND 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) NAILS 1 O FACE NAILS 10d @TRUSS VERT. R WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 l/2" DRYWALL EACH END W/ MIN TO PRODUCT4DI NOTE: LAP SHEATHING TO DOOR JAMB (REFER*2' TO PRODUCT GE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF BAND x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CO(2) ROWS 3/16" x 3-1/2" 1x4 O.C. & 4" FROM EACH — -J TAPCON 16" O.C. & FURRING C°� END wl MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2ti I NOTC @FIRST COURSE ' - " SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS ..AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I ` INTO BAND JOIST & (4)1/4'S2 3/4" TITEN 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" 0' 3-1 /411 DETAIL NOTCH WEB AT THE ' 15A FIRST 2 COURSES ` INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION rHSCALE: FOR MISSING EMBEDDED STRAP N.T.S. SSRETROFIT SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. _ 1610 # FOR 2 STRAPS ' FILL tst4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID w�GRour 1 X 4 FURRING * SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 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)1AN21/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ; BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION � 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 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 OR FURTHERINSTRUCT SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10dNAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN •.. .,. ,•, ;. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR--' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INTO ARCH BLKG. PER " RETROFIT WALL OVERHANG DETAIL (NTS) 4 MIN. OF BRACE INSTALLATION DETAILS A PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1110 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%," WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X 0� (2) 10d NAILS @ 8" O.C. FR TO TRUSS TOP CHORD NqN ..I MIN. 4" EMBEDMENT AT 16" O.C. + �F NC'Ty l r-Orr 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + 09LfINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO .) PER NAILING SCHEDULE ALL TO SUPPORT " MAX 2 �� 8„ TRUSS + SOFFIT + , , ° ° #5 BAR BLOCK HEADER/4 SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 10„ ° ° ° ° CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ° ° °D H IN TOP q 1 X 4 FURRING 8d NAILS EACH TRUSS ° KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d j CHAIR BLOCK NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. TAPCON AT EA. SIDE PROVIDE 2x CONT. W/ (3) CONNECTOR .� MONO FOOTING SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF 12d NAILS ° BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BYJ SEE LINTEL SCHED. AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 - ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL ° ° z DIRT TO BE INSTALLED BUILT UP PLWD. BUCK - 4 -MAX SEE PLAN PRECAST LINTEL 9 " SCRIBE NOTCH BACKSIDE 7/16 OSB ARCH PANEL (NOTCH) 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ° LSTANDARD #5 BAR IN 9� HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") �- BTWN. OSB ARCH FACES W/ (4) l0d 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. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION ENTRY L @ SECTION ROOF EXTENSION M STEMWALL FOOTING SIZE AND _ B B N.T.S. MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: SS SCALE: 314" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE R� TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5l8" DIA. ALL THREAD ROD >' #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING (T REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" � O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER g�_p" F F EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP 3" MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p' o LU _ A REINFORCING AS FOLLOWS: -U a 1 SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. : o , e • g H g PRESS PANEL REINFORCING INTO PLACE. v z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL o' P EXISTING FOOTING 2 #5x6 IN CONC. a () SMOOTH. DO NO FURROW. ° o ° N FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ► `. DRILL 3/4"x5"MIN. HOLE SET BAR IN EPDXY• FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP e. p e ` G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ° .p REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. z r g . H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS to: TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° -a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ t 2 #5 REBAR. MIN. ( ) 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. 00, COVER EA. WAY SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING A GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPL.ICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. _ SCALE: 3/4' -1-0�� „_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 0 0 O W •\o VSE tv _ �.•� �� 40 O F E S S I Oa,\��\\ r� �fNftIllIIII10 \ 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � !- pp a�t8 NNa! O V Lo C J 00 r C1 LL co')N to fA • f J-0 LL J a �LL N LL a 0 vi M W rn N C LLL 4. d 0 Z �� o Ix m° W pw t,� �2 "f" ILU NQM0 Q0 t— 00013 W z z g M d 13 U) N ) N �-J 'Zn _v V- C CD � o U a O _IF w N c _ U a 120 0 _ U Q _ • S� w O z. 1-2. 2 g Z}p� aA zQ Q2 0 cc (6o ~ wj xU oa IS-0 Z 0 C N as ~O � O K tt Z. N <z a =y w� 10 �z Z J� �p f n g0_ O U W ita 43 �M 0 = CC to Al W �o .� 00 L0 CL c (0 ^, m . � J 04 O r LO I 00 IC) N 04 C)oo T- E M Z Z E 0 E In m a. U Q p JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. �� *DIAGONAL SPACED AT 15'-0" O.C. MAX SEE r ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN I SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS BLOCKING NA SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER PUSSES \G. SIDE OR BOTH IF REQ'D) CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS (2) 12D NAILS FOR NAILING AT 12" O.C. MAX X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) 1 HIP/RIDGE BLOCKING DETAIL 2 SCALE:NTS SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB—,+" 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT V-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. — DIRECTION TYP. \ A A A �/—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS (2) 2x8 #2 SYP wj 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 44 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" O.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 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. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 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 & (3) 12d TOENAILS TO OL SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE r; W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE:NTS 11 SEE FLOOR PLAN FOR 01 COLUMN SIZE & BASE oo oo 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/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. BM. SPLICE OVER CENTER OF POST A A SEE PLAN FOR Ak 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) o, o� CORNER d SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —J FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. 1 SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE F— 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 SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2--� SCALE: NTS EXTERIOR Ic ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ 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)1Old 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. VERIFY WITH PLAN FORLOCATION 2X10 #2 SYP CONT. LEDGER w/ (3) AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 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. PLYWOOD FLOORING LOW ROOF TRUSS W/---' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS ��j DETAILS &SECTIONS G� a o co 0 i 1111/pJJ� \\x\\tltttti ��i Q- .� N S E •. '• F l-0 OPE S$1o�\; \ 'filillllill``\\\ 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 lode - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 F " E o a8 OCtZ NN to m�� r M i k NLL U. u_ d a Z 0 u ELL a- - o -.Wn"Wi ra 4 W .2 — m 0 P, m Z IL M 0 Z N Z 0 J 06 ❑❑❑ W 0 z z g v a v1 z C1 U O W 4 N c Ems_ U 00 LU § Of r• Q see o w M eM p � z LL. E R =_a o E (J f0 t.- w° , <o XU U oa uo OU Z E O C CN L K H �i gg 0 Z WJ a? - ro C ^ C z Y r3i O mo o Oz Y 2 z !n J a e f Z Z a= C) w >_ ao co v z °3 0 M 2 = > d' B Al W � 0 .! 00 LO > O Q C s CO T �O .� o LO T 00 LO N N 0 00 T E ' T- M ` ch o Z z O B ` a v a o JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WINDOW UNIT FLASHING REQUIREMENTS � WEATHER SLOPE SRESISITIVE 0.3 in: 12.0 in BARRIER wooD FRAME coNSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include TAPE EXTERIOR SELF -ADHERED FLASHIN 3/4"-1" BEAD OF CONSTR. (O.6 Cm : 30.5 Cm) flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND (ASSEMBLED WINDOW) a.. OR EQUAL WEATHER PROOF CAULKING EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive 2 s CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and O WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. z ' RESISITIVE BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH UNDER DECKING SUBFLOOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTsecure eat (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. cut, fold up &temporarily secure weather resistive RIM JOIST manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier 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 BE USED. 3. Fold weather resistive barrier back over head 2 2 (Dwater-resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be flashing and seal with tape installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) Scale: NI S intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW 1 EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the buildingwall with a sealant complyingwith AAMA 800 or ASTM C920 Class REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL Q RELEASE PAPER a of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface COMPATIBILITYL type PP � 9 � P Y 9 BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashin s shall be installed at the following locations: SELF -ADHERED FLASHING SELF -ADHERED FLASHING, ` �`� ( PP g g EXTEND A MINIMUM 6" RELEASE PAPER TO ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall VERTICALLY FROM finish BOTTOM OF or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 2 3 1.1 The fenestration manufacturer's installation and flashinginstructions, or forapplications not addressed in the fenestration SECTION -A (SEE DETAIL WP02) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or O 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent z drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. SELF -ADHERED FLASHING J 1 J' S 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE # W i v 1 1.3. In accordance with other approved methods. © \ 4 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAMDMA 400. SEAL TOPS OF JOISTS 1 DO NOT FLASH OVER UNDER DECKING 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM NAILING (SEE DETAIL WP07) 2 7 copings. FLANGE 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED HALF WFLASHING 1 EXTER-ADHERED FLASHING IOR OR DOOR WITH DECK SELF -ADHERED FLASHING , • 4. Continuously above all projecting wood trim. INSIDE CORNER 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. Ground 7. At built-in gutters. I- SHEATHING � �, SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8"CMU 4"OR8"CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN E AM SELF-ADHER V ."... I Q) 1'-4" PFR PI AN SHOWER SEAT SELF -ADHERED FLASHING PATCH HERED FLASHING SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB ( ._-SF LATH ER STOP A NUOUS BACKER ROD -ANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 O N O CV 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drewing pages bearing Engineer's signature and seal. W sa� E Lo 0 `; c' a' di J 7 rL N rn LL ° J pW, LL a ' M ai Dili a W y ii Z vtn0) 0ZO A 9 m m 0 W IL N NaMz O < N <03 z °� ❑DD W Z N f7 a d N04 z /N �4--J LL_ fp W V � 0 u., �N '._08 U_ 0° U m • QCD s CID W M :9 2. K Z Ei E o s zo U F- 6 10 oa w� j O o � N 1 F g$ <o Q wZ a? � ru CLa Z No mo ZLL Z J tl QW .n 3 gi 8 W ¢a NW � N 2 f IIIIIIIIII' tea' zl vo 3 0 = e ^L W C13 .! 00 Ln ^ C ' O C Q) Co c r � 0 o O N 0 r 00 N C'J T E Lln T 0 ce) W \ M c Z z ' E O " m C a U Q 0 C � JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. W P HURR/CANE Mounting 9rack4ats (10 Gaugai 41f2'x4112'x2-12" See Anchor Schedule soft 1 W Dia A32S Galv. (T,P.) o J9t o 0 1 d-Sl$A Washers Selk.ockirvo Nuts SKI Cross Support e (May be cut tali W) Right Bracket (16 Gauge) 14 Self -Drilling Scr'ms Alt UNt bunum Edge - -Hurrlcane Strap (Typical; 3 in front) Frorst Cross Support (Maur be cut to W) Left Bt'acket (16 Gauge) #14 Self -Drilling SaemThru Brackets 6 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurrkarte use) INSTALLATION INFORMATION i Florida Deparbrient of Business & Professional Regulation Pagel of Building Codes and Standards 3rA2e1e Product Approval Application Detail cab Fly or MR WA Date Pendlno 120 MW Version [diaS tV[!L Esxakxear a LNcetxas VaSdated aY vied autimbed F13C ADDroval BQB@T89 a ihm Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/10M17 10/172017 12/12/2017 Approved Category: Roofing (352) 49M778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing infoQgutfeoastsupply.eam Compliance Method: Evaluation Repot from a Florida Registered Architect or a Licensed Florida Professional Engineer 12" Product Model. Number or Name Quality $�,Description Corarad Assurarw Expiration Data ADoroved for Use ADoroved In KVHj Outside for Uss KVKZ know gip( 12l ! pressure 1 0.032&qud; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A -NIA/ over 1532&qud; Plywood -108.5PSF 2 0.032&qud; Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&Wd: Wide 04/122024 No Yes N/A +N/A/ Rod Panel over 15/32&quct Plywood -116.OPSF 3 1&qud; 249a. Gulf Snap laqucC Gulf Snap 24 Ga. 176qud; wide Roof Penal 04M22024 Yes Yes N/A +N/AI-131.OPS over 15/32&qud: Plywood 4 1&quoL 24ga. VerseLoc 1&qud; VerseLoc 24gs 16.58qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15/32&qud; Plywood -138.SPSF 5 1&qud; VersaLoc .032&qud; Aluminum 1dquot; VersaLoc min .032&qud; Aluminum over 04/122024 Yes Yes N/A -NIA/ 15328,quot, Plywood -101.OPSF 6 1.5&qud; 24ga. Gulf Snap 1.5&quot; Gulf Snap 24ga. 16&quoY Wide Rod 04/122024 Yes Yes N/A +NIA/ Panel over 1532&qud; Plywood -116.OPSF 7 1.5&qud; 24ga. Vers@Loc 1.54.quct; Versal.oc min 24ga. 16&qud; wide Roof 04/12/2024 Yes Yes N/A +NIA/ Panel aver 15f32&qud; Plywood -123.5PSF 8 2&qud; 24ga. Megal-oc Min 24 Ga. 2&qud; Megat-oc 18&queL wide Rod 04/1212024 No Yes N/A +NIA/ Panel over 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lek Min 24 Go. Gulf Lok 168qud; Wide over 15/32&qud; OV122024 No Yes N/A +NIA/-96.7PSF 10 24 Ga. Gulf Seam Plywood Min 24 Ga. Gulf Seem 16&qud; Wide Rod Panel 04/122024 No Yes N/A +NIAF93.5PSF over 10 Wood Purlins over 15/i2&qud; Plywood 11 24 Ga. Gulf Seem Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lode, 04/12R024 No Yes N/A +N/AI 18&qud: Wide Roof Panel over I M2&qud; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 1532&qud, 04/12/2024 Yes Yes N/A -NIA/ Plywood -156.5PSF 13 26 Ga. 5V Comp Min 26 Ga. 5V Crimp over 15/32&qud; Plywood 04/122024 No Yes N/A +NIAA131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 10 Wood 04/122024 No Yes N/A -NA/ Purins war 15/32&qud; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok I S&qud; Wide Roof Panel over 04/122024 Yes Yes N/A +NA/ 15328qud: Plywood -161.OPSF le 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud; Wide Roof Panel over 04/122024 No Yes N/A +N/AF63.SPSF 15/32aquct: Plywood 17 2e Ga. GulfPBR Min 26 Ga. Gulf PBR Rod Panel over 1532&qud; 04/12/2024 No Yes N/A -NA/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2 of Building Codes and Standards 328=18 Product Approval Application Detail 12" Product Model. Number err Naero Quality $Qdixt DescrWilon Assuraince ADxwM for Use ADOrowd ID 1HVW Outskle for use HVHZ Imoad Resistant Desion Pressure 18 28 Ga. GulfPSR Min 26 Ga. Gull Roof Panel over 1x4 Wood 04/122024 Yes Yes WA -NIA/ Purists over 1532&qud: Plywood -151.7PSF 19 26 Ga. GulfPSR Min 26 Ga. GutfPBR over 1541281quot Plywood 041122024 Yes Yes WA +NIA/ -154.7PSF 20 26 Ga. GulfPBR Min 26 Ga. GulfPBR ever tx4 Wood Pudkns over 04/122024 No Yes WA +NIAI 15328,quat: Plywood -151.7PSF 21 26 Ga. GulfRib Min 26 Go. GutRlb over 1x4 Wood Puntns (war 04/122024 No Yes N/A +N/A/ 1532&quot, Plywood -164.2PSF 22 26 Ga. GuhRlb Min 25 Go. Gulfft over 15328qud; Plywood 041122024 No Yes N/A +N/AI -159.2PSF 23 26 Ga. GuMtib Weds 26 Ga. GulfRib over 1532lqud; Plywood 04/12f=4 Yes Yes WA +N/A/ -159.2PSF 24 26 Ga. GuHRtb Min 26 Ga. GulfRib over 1x4 Wood Prlkn over 04/122024 Yes Yes WA +N/AI 1532&qud: Plywood -164.2PSF 25 29 Ga. GulfRib Man 29 Ga. GutRib over 1x4 Wood Punins der 04/122024 No Yes WA +N/AI 1532&quot: Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga. Gulll over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purins war 04/12/=4 No Yes N/A +NIA/ 7/16&qud; O.S.B. -101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GulfRib over 7116&qud; O.S.B. 04/122024 No Yes WA +N/A/ -116.OPSF Search Criteria Code Version; 2017 FL N; 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Appicatlonatatua: ALL Compliance Method: ALL Quality Assurance Salty Contract Expired: ALL Product Model, Number or Name: ALL Product Dssoflptlon: ALL Approved for user In MOM ALL Approved for use outside NVNZ: ALL Impact Resistant: ALL Design Resat": ALL Date From: ALL Date To: ALL .,,.. '..,,....�'. , t �' .f! � .� �...,,... � . p: late _ A3 �. ,... _ - � . .. dc-cu v-, h FL1724_4.1 .=a.. a, . . „M .+; S ,�.! r 'iY ... _ESR 3455 12/ -- � � - A23 5 @ FL10448.2 a --, ;,a r.✓�!'�- .0 _ 3 k, d tk.,,:w x° f 4.7 ♦" ., .. :A .t f[ ESR-2606 �� �. : u.. 12/31/2020 HD210 2 FL17232.3 -- - ESR-345 12/31/2020 31/2020 HU210. 2 FL10856.4 ESR-2549 12/31/2020 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL77232.3 ESR-3445 12/31/2020 1-11.121" FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 12/31/2020 ----HD412 - -- - FL17232.4 -- -- --- -- ESR-3445 -- - - 12/31/2020 HU412 FL10856.9 ESR-2549 12/31/2020 HD610 FL17232.4 ESR-3445 12/31/2020 HU610 FL10856.10 ESR-2549 12/31/2020 HDO410 FL17241.7 ESR-3444 12/31/2020 HUC0410 FL11468.11 SIM200804 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 12/31/2020 HTr45 FL17324.2 - E�waluation_Report 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 HTW16 FL17244.8 _ ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2613 12131/2020 HTW20 FL17244.8 ESR-3455 12/31/2020 HTS20 FL10456.23 ESR-2813 12131/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12131/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2813 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 12/31/2020 HTWM20 FL6223.2 Elsluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 1213l/2020 HUS210-2 ----_._.. _...--...._.._._.._.. FL17232.6 ------- ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12/31/2020 HUS212-2 FL17232.6 -._.............._.........-- -- --..._..---...--.__._._._- ESR-3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 12131l2020 HUS26 FL17232.6 _ ESR-3445 _ 12/31/2020 HUS26 FL10856.11 ESR-2549 12131i2020 HUS28 FL17232.6 ESR-3445 12/3l/2020 HUS28 FL10856.11 ESR-2549 12/3l/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12/3l/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12t31/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/31/2020 JUS26 FL17232.11 ESR-3445 12/31/2020 WS25 FL10655.111 ESR-2549 12/31/2020 JUS26-2 _ FL17232.11 ESR-145 12/31/2020 WS28-2 FL10655.112 ESR-2549 12/3l/2020 JUS28 FL17232.11 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 12131/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2515 12/3l/2020 KST280 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/3l/2020 LSTA12 FL17244A8 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/3l/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/3l/2020 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-210.5 12/3l/2020 LSTA30 - FL17244.18 ESR-3455 12/31/2020 LSTA30 FL10652.4 ESR-2105 12/3l/2020 _ LSTA36 _ - FL17244.18 _ ESR-3455-- -- - 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/3l/2020 LTS19 - --- FL17219.2 _. _._.._._...__...____._._. ER-0200....................._._.._ ___..__...._ 12/31/2020 LTT19 FL11496.3 ER-130 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/31/2020 LTTI31 FL17219.2 ER-0200 12/31/2020 LTn31 FL11496.3 ER-130 12/3l/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 WGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2608 12/31/2020 MP34 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR-2606 12/3l/2020 MP4F FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 "12%31/2020 MP5 FL17244.22 _ _ ESR-3455 12131/2020 LS50 FL10446.16 ESR-2606 12/31/2020 MPH3516 FL17240.3 _ ESR-3447 12/31/2020 WMI416 FL10667.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 Fu0852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/3l/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/3l/2020 MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 12/31/2020 MSTC52 FL17244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 MTW12 FL17244.8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 12/3l/2020 MTW16 FL17244.8 ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2813 12/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10458.35 ESR-2613 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/31/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/3l/2020 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31/2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 PAU66 - FL17239.13� - ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 12/31/2020 PHD2A FL17219.3 _ ER-0200 12/31/2020 FGTR FL11473.2 SIM200802 12/31/2020 _-- PHXU3516- - - FL17241.20 ---- --- -----ESR-3444------ 12/31/2020 CS16 FL10852.1 ESR-2105 12/31/2020 RFUS FL6223.5 Evaluation Report 12/31/2020 1-11 FL10456.5 ESR-2613 12/31/2020 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/3l/2020 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 RT16-2 FL17236.2 ESR-3448 12/3l/2020 H10A FL10456.6 ESR-2813 12/3l/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 FL17236.3 ESR-3448 12/3l/2020 H5 FL10456.15 ESR-2813 12/3l/2020 RT5 FL17236.3 _ ESR-3448 12/3l/2020 H2.5 FL10458.11 ESR-2813 12/3l/2020 RT7 FL17236.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2613 12/31/2020 RT7A FL17236,3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/3l/2020 RT8A FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2513 12/31/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/3l/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12/3l/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/3l/2020 SPT6 FL17244.32 ESR-3455 12/3l/2020 SP8 FL10456.45 ESR-2613 12/31/2020 SPT8 FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 12/3l/2020 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 12/3l/2020 SPTH6 FL17244.32 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2813 12t31/2MO _ SPTH8 FL17244.32- _ ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 12/3l/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/3l/2020 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HD08-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL17232.16 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 THDH414 FL17232.17 _ _ESR-3445 ESR-3445 12/31/2020 MSTAM36 FL11473.19 SIM200802 12/31/2020 UGTS3F FL2033.1 ----- -... Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/3l/2020 UPHt>8 ._ FL17219.5 ........ .-.............. ................. --------.._...._...........-- - -.. ER-0200 _-._.. -- 12/31/2020 HHETA20 FL11473.9 SIM200802 12/31/2020 - - LGT3-SDS2.5 FL11470.7 SIM200803 12/31/2020 - - - LGUM26-2 FL11473.12 SIM200802 12/31/2020 PRODUCT APPROVAL SPECIFICATION SHEET za8 As required by Florida Statute 553.842 and Florid Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cate o /S ubcategory Manufacturer Product Description roval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/3l/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/3l/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/`40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/41.0 psf 5/21/2028 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/40.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 WA 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Sidling FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 WA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florid 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 WA 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032"Aluminum Gulfl-ok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12131/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/3l/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate - pr product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) -@.-A N L to N C� Al Q to C 0 N C O .� O LL 'a tQ O .W 6 2 � !�. F- .Q ._ U) Q W J m 0 L Q a W W C0 O LL U O A 5.L W// U) MCU W L W C Q ^' Z Z Q J d SHEET N0. PA 1,0. Fonda Department of Business & Professional Regulation Pegs 1 de Building Codes and Standards 1211212118 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Coles and Standards Product Approval Application Detail PP APP Page 3d a 1W2216 Florida DepaM+arlt of Business & Protwiaal R &lldhp Regulation Cads and Standards Product Approval AppNeetlon Datall pea 1 d1 1arJole Florida Dapmkllent d CodesBusirwe & Dander orwl Regulation Bu Ctda end Sfandrdt Product Approval ApplloatlorH DetaN F49e 1 d 1 1Aenme G&1m EotlDLe gait ask ar. eudw 2A& WON&& atbLMMI Ln YJd>Vn aenbf r irl.0 EndrrraLiurue VYiddedav its a Lhmtibl FeCAvewvd A—d ibeM Ysmin twmma FSC Aggmyyl abtu Revision 2011 Thermo-Tru Corporation Pock MAfarI LW don F, advsIdL PE. Ryan J. IOq. P.E. 101164017 071120201? lanwo17 IV12FMI Approved RBVMM 2017 lMnne-Tru Corp"Aw Pock VOW Lyndon F. Stlm1aL PE. "J. King, P.E. 12013=7 12NY2017 12212a17 02113PM 8 AppnMd � �N 20 20 ONLEMOK 2 � loftsgo no maim"20 Cdepery: Ededor DOM (419)296-1140 PE43409 (813)76745M Category: Exterior Doors (419)298.1740 PE-43409 (813)167.65M ml Yommill MambmR an" ArearmALbtae )N dWA INN" Awn" ZWA■" AWARM war mt ANNE mmmu m 9aa Lrbma UmM Yrlakm ywmm Lim" arAEE■M Aeamra Loa Subcategory: SWnping Exterior Door Assonifto rideadeOWpconrrat. SbCrapwY Sawngkg Exterior Door Assembles aclOtonvadgeonw6Ns. As 19101 2017 Thwm Toi CWPaalb Rkb1M1g1A MNOWWA00odbON& Riven J. tarp, P.E. 12002017 Op21f3017 12Q11WIF Approved RN,Wn 2017 Thnu Tru Cpppalbn Rkk WVd Ne6MW AaaaAa6on a Ryan J. King, PE 12r.V=7 Oa212017 12272017 Approved Compeenmu Method: tiewan Repo Dorn a n ROW s th d: Evolu coN Modred: EYakw9on Repoli from a earn Ceu u,, Error Dona H19) 296.1740 Yorporrhora bnelbmie (S7� 7674666 CaMaa9n BdMpr Doan (41q 2g6-n4o YwugMnnR kMae (6/a) 7g7-0866 Florida Regbe a FloridanaComplionco FFW WN Registered� or s LKM9ed Fiords atOCaY/My: Balnpkp 6Mbr DOW Aaenrbks rpea9na0ldgoorouWae- Re Enpbew En g F CmpaMw Wow& craeLruoo Mark «Lesko awn caapaeNatlrm& colonnades Mae or LMbp over liumlib.hummanetAeereeadh Un Awlandrrur Annul atdn - oNrMvMMsanea ApenvadfrUs, Aeenwatru.e Iongaining � OtiNUbILDI161t �� � AgummL aJb! sons p11a n or Aamdlzpa ' � �. L� Product Mead. Number -Name Irk gym 2WBW&� P—suS ,seat Pnduel Yetld. Numbr rNeme l�aat9trdeita raeo6l.Eiroma�m IOJl1aZ grLitle.tfl¢li etarmm Ptewn Emum teas I I mteieamearm gt�eeJDeiNEaglm 1. WAR ! aeanbd r,.eln la! okuLaAmma GaOlrgmEdEYn 9amarEaitmat bMaft 9laaatlOAe a.rre tmaeln E 1 a. 7lYrms•Tu Fbr-Clsdc oM SmoplAStr NMniMI gYg9;8&quotHon-Impetipd: Opaque 12/312020 No Y.1 No NA 1 a. Thwm&Tm Rber•CI■ak and Smoo6f91r NomYrY U099&quo1NorWn" &Won: Opsgw 12031=1 No Yes No WA 1 a. AMotCWebCmUquot and ftat aNdwark by Marti as Opaqus Md Glued FeargW DoorwM /2MIG021 No Yes tie WA 6 & dquotSmoob4lbor8gwk ant&gtwtBw hwmk by a% WA d00pmea ant Glued Fbargion Door our 12A11M no YM W NIA, Composer EdgeFbwglan SkpM Door Conned -Edge Thann►TnAwM and WWWA seeea& bwrblp and OMwMr lbr Tntla ot: Md w.wnA SMaeeL kewie and OuWAIM OgaseglCtasuehp; X rPsraarnl I em1h�P -rp Com por le Edge Fbr — Sbple Odor anemennAldsNArp; X eta morem) .1Mrm►Tw For-CYpk atl 6meo1M8Yr Nair= 6wwx aq=;NwWff*od&gd: Glued CaeporrEdp Fborg— SFple Dow AmwWoOttewkp; X caaiglsgaon) n. TMrme•Tru Fbw-pock and SmootrSla Harter! 8W9:0&Wd;NWWngeclaglo; Glued Cr- - No Edge Famous Single Door Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applicaton Detail Pep 202 11Jw2W0 aIt OlIl,dglLDFS Aeff2mu um aeorwear«use gig 20M Lai $9aH J] 90 Seoa&d m In HVHZ 9tame lima gnet&R proswn 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 12012020 No Yes No WA 145-L440d000uat; NON -REINFORCED 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SW OX, XO. XX 12/312020 No Yes No WA 9S&qudxa0&quot; NON -REINFORCED 3 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420ALUMINUM SOD REINFORCED OXO 12131202o No Yes No WA 145.31416qudxe611,qud: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX, 12/312020 No You NO WA XO• XX 98&pd:%96&tad: 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12/312020 No Yes No WA Florida D"wirr rt d Buskua & ProNaim ReglMon Betiding Codes and Standards Product Approval AppNeadomi Deed pore 1 lit laws PIAIMV40 sob Anoka go gall Balaban tale me Ydm M■rrnr same sweEKALMM mdmmm lk ling■/ Load/ 9 LANINi hi m" Lim ft bell 2017 CUWM MWW dAAM. keg Dedk Dave UL U.0 Ted OWNw1 PE 1140=7 10001IM? 12/05=7 Approved D4tleary. Etlrlor DOM 041)494N44 CUM Me4707 &AGe awy:9 - INr Dow M. 0,rerAe dwsAodc400-o*- Campanaesala&Cr9aerinMark«LMap re atl1LE4EBSI Mon ameLfi� Anmik mt ammmtm an toad gml■ Lot asaatgrad■m frabWAaraWg bJtQJi OWAKEN Blaallr PJsen 1 W. 707, 727, 747, ad 847 Single sed Pairs on Dews � � � Lmmd *4* nd OmM oflaAU� YNN Yr yes WA Florida Department of Business & Professional Regulation Bulidini; Codes and Standards Product Approval Application Detall Poe 2 d2 lrjym Mwin awl ; X Complete EdgeFIW N N N 0 N U 0 Q 0 O CU O '00 ca.0 O W C U- 0 •� O 0 1E cc n.1 0 Florida DepaMterk of Buakteas & Proieaabnal RegtaMm rape 1 a l Florida DepwWW of Staidness Lon Professional Repletion page / d/ Florida Dapminw d of Blrifea & Professional Regulation pope 1 lit BUMV Coda and Standards ubngle Building Coda and Standards /10e0141 Budding Coda end Standards uvtote Product Approval AppNcndm Ddd Product Approval AppNcatlon Detail Product Approval Applka*m DelaN astunm at1Lblae ammim 2uh Anoka 21K Oro art!leks pm Salt MAKE Ore no 2ML awn pm fonds ameLr pre gate gabdelm tale mt rieba radnror tiros LalserALmtsr YaaddMt YemrM h a !llAneaYe A20=d taae me Yemin NWAM or Snare mvrtmALbtnt Yrttlrabk Ydim Lam" ar.Ammm ammmsa aria me INWM MONDMla■ Sera aabrrALbma YpaOaMlk Yrr■t Warta Swga■■al amku t Loa PAL Won =17 CMM&dit Pm&rde C-Wwry Musk III IaM Iowa Trot ebmws NA Gory"ahlor 11raw 7 anwAl7 126&1J017 Approved WvMMn 2017 C"w""Pm oj*C-0" Mad Vbobf" YArIMn To," aervMa RA Guy pRomw lirm 017 0846 17 1205=7 Appaed Rwlsim 2017 Per bmdnrrla Den rbak MMrM• M9000-Clot M riao&9000-VAL 12rV=7 111J&G017 1226=7 Approved n 8NT•Bearlor Dose (513)7704M Ina (513)51948M (11t gory:Eridw DOOM (514rARM2 Inc. (513)619460111 GdlC4Apaarlc SedlwWtEdwb DOWAOSKAWe nwmdw modway.awn 9r&Csbprp:ee49gr IF- I DoorAMn&aN �poy peg SubC ry: Retailer DoomEd (941)46a0100 (7&61 a16.26a0 eatnCrlway: 8&dkp Elarb DsgrAeawrbee dnrriodeWrAwW.00m CenrnPaenea Wad& Canmosom Mwk or Lllft Coegrrarsea& Cookom Mark or LWbp Calparw Waco& C MMON Mark «keep atli0r<Laiaot aa7iailLtmilea atMS�M.LEaI gwOKAg.■aM ANNOMI AN houmdJKMN ima get■ 2WNLA■Ivpa Aaa(aadlmur A■■Itd Lmm boars gal■ gmdkAa AaardbLNm A■■kdbwum bear gWa AK9 1b11srfWMbLpm 10211013 2dwaim am" amount Lot Em6dAMdAJbMkK Oak MINIM 2ddAUM BEVAN tdaet t■t Bank t l9at■ 37 M7 VO49 PMI.2F161:841L 94, 7a, 7C IOW. 10, 76, Marti Pan (Ink. 25 g&) Eka►Csr (up to SW wide) 0d2112029 No Yes No +30 PSFAW 53 063 W6.16 PAN-2F151:04A, W, 73. 75, ISM, 19% 4RST, Mel Pon 6TM. 25 a&) 0-b*4w (97 to 14 V 0112120p6 No Yes No .30 PSFh10 10 80D8670 (LAW Week Mlpecq YWO Sabre Ohm Door 0042W Yes Yes Yr NM 70V, 4RST.4ROF, 6Rar MSF, 2Rer, 48.42. M, 40, VANDOODEY174; Vie Gusaa Deer PSF 4■F, 6RST, MW. 48.42. M, 48111, 42e, 6W 0D5% wide) VWMGDEN174; VW Barapa Door per 4211, SW MOM, ODW. ORS. ORWV, ARMS, AR6aV, GD66V, GROB. C9taV. ARM, AR68V. EDW eD68V EDW EDOXV — - i - mi Florida Department of Business & Professional Regulation Page 2 or 3 Building Codes and Standards IrA= Product Approval Application Detail nol4esm Produces AAorwedfor use bgld gam 1(w product Model. Number ar Head, Product Deserhollm in wwa out" KYNZ assistant Pressure 2 185 SH 52x72 FMTlange Fame IGISO Single Hung 1N082023 NO Yes No .6w-so SML arm a got pb bbb.emdoa no Q t ]Yet YtmEa 1NDIdeaYS Carded YdddmLjk YAIMM laamlEd ftg.Aa®aL Approved am& mt go" Morrison[ Review 2017 MI Wndaw and Doors &eon Seiner Arnerkon ArdrMetursl Sven M latch, PE OW412019 0&0472019 0W72019 AWOM Revyeq 2017 POT kwumbla Gregory: Yyynders (717) 3654MIN M*mdKbaers AssoeisfiW (717) 317-8454 S1bCde9ory�rW : Fixed bad^Proftardm BMCmbpW. WFlood Cwrg9ancoMModCeaWion Mai or Usling Cow#@wt&wof& Dorrwawn Mark «Laalp air■AM.EEaam gmaxa mu Aaworval Use Aamradfor JtUse I el d pr■ Lnt Product Model. Number r Nano ftoduft Description SatmmaAmm9Dgbm In SimilLt 9>i Roolownt pro tot 1 185 FIN 73 172 InsrMted Glass o4N3f2023 No Yes No •604O 9 I v"M aAsor mmb bmom Florida DparEswd of Buwiw m & Prohssim Regulation poor i d 1 Btnldrp Coda and Steve I. * imam Product Apprwel Appilcatio n DOW 160m t lose ta■wa Qa gem Doing" pm ma Yampa Marries Sorts L d=KASOM ld mlma lbaa■a WaLM arLhooM Amend NO Re 1* 2017 7brrrms•TM Cwporaewl m*wwm Lpl sir F. sore. P.E. Rleg J. W4 P.E W140017 100182017 Icrzm? 120`122017 Apposed Calssorr. DO W pore (4/9) ES-1740 PE4340 013) 7874666 a1&c rpnw.9wilm-kipamMbrDIWA"NYMa fie• t.sapawlatMWA* ff4ekrlaen RoWt m o peg Fbrlda RamMerad Apprised or a Usreed from PnoheNaW F.mnynesr a8ttlaltma■L ons taa Ammntls<Nm h mtAKUS bane geld MR at■gmM■&a gmdramlllaglm ft 0 o alkm BEhm tent 1 & nespotloamplGeolkillWat, &gatbpad&quot Gored F'asranen 129312M no Yee Yes /41A &*NtMwdd:raMglrk or&*MtCkodoCrd Shob Der- M brNbp orOeNWhQ Cse aA maiea boat ma Yarma Mrlrr■r RwWwl 2017 Jena Handle kdit PM*Jft Yc. ow r.pretvok soommomr. a" Cae HMhr. Rowsun a Roraima wdaeraa Amhbd«aLMmoOFlorid♦ PrOMSMNr Broker Let 2 HerdWIlank Loa NdIng Fonds DepeNnerd d &wiaes & Prof smics Regulation Buf ft Coda load Standards Product Approval AppNcad- DoW poplarl lrraore Florida Department of Bul&ineas & Rood Tonal Regulation BWldi ig Codes and Standards Product Approval AppNandan Detail pope l d 1 weals apaL>f■ ma mode mmmk oar frabr ZukoLAlbtmt YENarMbk YYam1 AWE" anAmm sl Asomod ire RerYMn 2M7 Draw kaft Produces Corrpeow MWk W@ I eel bernrk Todbp ServloNNA GaryppWpr 11290017 011110=7 t2pM2017 Applewd Q,hs ..ElprMr DOM (513)7704062 eta. (513)51946M sebOoegor. sessew Bdrlor000rAwnbiep mNeaMN 110-1ay.wan ce.ps.n Maas&Ora6ea" Mork«LWkp at1mmumBm l gmdkAaman AMMULSLJma AEmabLum bad gala Lot AL grooasailiaLow I.Wdw 909aeM Bohm Pifaeat M Do VdM10 PN&Y1p3: 73.75. IM, 114.42,40, 421, 48e, aMN Pa fMn. 25 p&) sinale-Cer (uP to 9V Trils) 01WI10211 8N Yes No .38 PSFA42 4RST, MST, foal. GINK ARM, EDM Wm4DCODEW74; M MMpe Dow PSF Florida Department of Bovines & Professional Regulation Su" Coda and Standards Product Approval ApplkMlon Debll Roe 1 a l 14014 PLOIBU tl glow Alfts glib glue 2OLbom gt BM Ytabe Mnlmrnt Oaarat bbabtmtdatmt laadalMbt YrMrM LaeMla ZWLAamlal &MEOW toss As WIN "I7 CMpq&AOV Pnotk"Cooper Ma*lop Iep IMrlrk Ts4ap$Wvka NA, ONYP%*Mr 111Ja2017 OW02017 12m081J017 Approved CaesgrP Bdww Door (513) r164W ono. (513) 5104MB fubCalseur S cdoelf Erorlor DowAaenpos y.eoM CaprmseMm& OwalOaaon Mork «Lwnn atimmmPmiar gooLAm a®dbLum AmmEtbLum lases OWn Lot !ai■OUMrba gooma ousuLa t unn 2mmaelm am E a 102 102 Vw-1S PAN,WIS :1176, 84A, 94, 42, 48.429.40, Sew Pan (mbL 259&) DotbM-Cor (Wr to 107 0621I2028 No YIN No r37 PSPF41 4AW. MST, DOM, GRM, ARC, ED68 wine) WI DCODE44174; VIS Gwpe Dow PSF Florida Dapakrwvt of BLwiws & Prohafonrl Regulation Building Coda and Standards Product Approval Applionkn DebN Papa 1.11 1AVJon Florida Depmknerd of Business & Prohesionol Regulation Bn1Wig Codes and Standards Product Approval Appkalbn DettaN page l d1 laaola Anoka Nog got ReLbodo gt nAums Salt answer R da go RoLtas as no flips LoabmrlMb YON MMc Ndift Saba" araaaul &AM" alas mt Yenm AMEW riaa game ambELAMu mold" Himr hall" arLhm9r hound a m& Don Rusk Mar IF 9000-CER M MWUOg GOOD, -VAL 121Ja@017 12m=l7 12129M7 Approved R '', 2017 POT kxWsMn Doan Res& MrrlFDeds 8000-CER MniObds BCC=-VAL 122Mlf 120MI7 121J6/J017 Approved (941)40"M (M)316.2M0 Caapry: Vadoae (941)4864100 (788)316 = dmwkDpg*AN WQOM subcaepay: aka% Nunn *UwkSpOndu$ Wean Cow*dn Wine& CoraodMn Mork or Llsdaa goowAr1■ea Am■adbLpt hauddi Los bad Otlba Ern QENLAalavEt Aa®mimcimg anmmmdh un i■e OWr OadmtOmMaaa frle0ai9iapm law= 9mwdL N eMrYm sae■ Lot CealmWtl9La gem b!!Y!Q 210111110M ask" mean VbryIRW v0dow 0403000070 Yes Yes Yes trA 7 e1 eve am"der brpa0 Valli save lip vnbldew 070302020 Yes Yes Ya NA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail aaNat3.iu Phmblrt OwlitvAmramw Peer 1 d2 1f101M20 atM1311 am ma Yeah mmmbd [ R040M 2017 POT kwuWMa Ceesrl0 Wal do — aWGbporrn M ftm tweparw Ym* CaM6nIMn Mak or LWkg a�liPpmal AMA 1 MuMons forty Dave ant VA IoNe Florida Depulnewnt of Biwinsa & Ppohssiod Regulation Building Codes end Standards Product Approval Apinkedon DetaN pope l ur l I Immis glLr pie elm 2MLbodm pm Smite aldmKAlhm YeNamum ydim AMMON ffirA■ EN Aetna Lin Den Rurk MsmFDuIS BOLO -cot rasMFDbda BCCO-VAL 12A62017 11/162017 0009W17 Approved (tat) 4e6MOO (7M) 3WXW dMbrikalpMdooldwoom gmdkAts■m ABmomikLUM Aaeaadl..um l a Loa M&UKQmdrlm frdariommolL le 11IM M awNgL IM amame Plream Akabaan MuBMs 015062021 Yes Yes Yes NIA Florida Daimbnord of Business & Prphesionel Regulation peps / d l Florida Depoirtmerit Regulation Pagelorl &"V Coda and Standards lanaisBuilding Coda and Standards 1150014 Product Approval Appbloaaon DobN Product Approval AppNcatbn DalaN alter no pal 99Lti� pm E6911 as gab a6NILu pm a* pOpt ReLammm pm alfla7a2 SEE Lraa[ M erg p Lbeas pm frame ANNIKAMb Edwin" Vda■a a e EWLAMtd hmono Litt »t Ytlm lmeormr sot - nommailaatt 3NNO L Yda■a awn" BRANWO A®met a" mg Year Manion roods lbrirawiLaat Yatiadbk Ydartl Amp M bllAmnot anommi Lan pbnmanp aw nomm Lae+ Jon swMW, P.E. 0112613"7 Gomm? MEEW17 1011003011 Apposed Residue 3w Janes Mud-Gui9g Rsdwabra Pimples Zhu Res I Loddes Jahn stdhM, PE OtfW[017 OLMMI7 O&FA=7 1014e1017 Approved RMIIb 2017 AWda Nki 71horpew Lrwn F. advoit P.m. Ryan J. long, P.E. 10eml 1010301,17 1WIQM7 /2n22017 Approved folso 3ea-aw PE24121 mm 3P,>s28 Ceeemny: Pww vbb (OW 3443mZ1 PE24121 (352) 361-38/6 � PE-4340a � (a1317a7!&M aaeLlanapay: nets Pbowraa•tirveom mr � dealer Garpaan Mdboik Earners Repelt&an b ern Flrlde RrIII 'Ardrrd«a Licensed Florida PneMararl Erpkrr FIM R aaa' -An OFluids Profte" En~ aaotAEEIE■m AmmuLas t a ongag ion and awn atlmaAb&lloo godkAw ammodbLum AEmdbLum lore Orly E ONIELad AaE■aibLYm !a■oMl Lum bat aWm Ebartgtrrm proms MIMLOW 1111013 9dwok� awkm bison tat BOMM&MINLUESKMEAM BR&MUMOdift 2mmiggmklooLm INHym 9mmmLim aWau Pm sat PrdaeadadeOm gmengAwm9mano bILNM gl■MtbOtQ BW■r !rear fsoswnt alp oft /23VJ0Z0 vss Yes WA 11111, 2 Nrropa&Lp Skft %W-- mlpwft 12213020 Ys Yes NM WA 1 9.&quoc2TB4lrt Seat Vent or Salts Vkyl Boob 12/314M No Yoe No WA Florida Department of Business & Professional Regulation Page I d2 Building Codes and Standards 1=020 Product Approval Application Detail gmSUA■a&om ANorewd fw Use Aarmaar9LYa Mgw1 21MM tot PraWd Yodr. NUMr a Hams In.HVHZ Out" XVNi &glttsm tmeEe 102flWO24 No Yes No -551-55 ohms■ am mt Yemmt MledUlm Roemer 2017 Jaw XrdM Buaanp Produde, Ma Dale ter. Prod Mho sw4dosmrr. ad% CnparwwoMo&Eaa-w ". Report1ema F1orMa RagYlrad Arpred a a Ullonsed Fiords ProhaablW En~ ape ,tat 1 CNVWN*LAP 0M0 Florida DepaMlark of Baines & Professional Regulation p4po l d i Buldnng Coda mid Stardsrds 10e00/4 Product Approval Appbkae a DsbN Alwm gum elm pmBmim INN faros YamaeAur mdimum Yddod LamW ZIGAMM l AEma Amore PV0elmerg Zhu Road L OOsse Jon S&Aw d. P.E. 0626R017 0000MI7 081282017 1 W OGW 7 Approved (OW 34"W PE-24121 M 3e74M PvGdwoa&ueerrYekor db.mn gMd kAa hoom d&Am e■■aAlmpa and Jam f 1aJL�Pr lbaYYa !'Jatelb SOw-cwlrntlapwft 1241rAm Yed Yes WA WA Florida Departnwrd of Business & Professional Regulation ►ou l d l Building Cods end Standards Imals ProductApproval AppbkatlorH Ddd add ha 1w a smubm c grime �Lbaaa YaNaaMlsk lml YI WbiM ! N go hound Loa Re woo 201T Alslde Nick 7honpen L) k F. SdorIML P.E. Ryn J. loss, PE 1004n017 100=17 1 W 12017 1211702017 Approved Cbegur. PrW WYs MM 922.23M PE43409 (813) 767{MS saeawn"In ad b RDOFS@CnSWWdLOWn Caaeawtea Wino& Ewkre o" Row from a FWWRea'11N 'ANrrsd or a Licensed Florde Raboolm Enal ew SeaokAwoor homodbLu m Aa■matalbt and Oars sat ttEa■!r t ibgN6 aeabatmasz erbbm tom 2 b. AWWAMre& T4&gUat Soft Vent or Saari Very! San 121MAN No Yee No WA ■ aa� CU (D O ■ a� -1.� CU U ■ a� W Tf O CD -Z'-L)' U) CU O L CL O L U� v'W^ ', VCU m m w Q Z Z Q J a SHEET NO. PA 1.1 I Florida Departrned of Business & Professional Regulation P.g.3 of 3 Building Codas and Standards +2e Product Approval Application Detail GRIe &a, or auk 291 29tPanllm 29e mid m1on Mmtftchm ggdmm EodmmilIDOMe od By Yto!ed Submithad POIC Approyd. Ao mnl afam Revhloo 2017 GAF Michael Sash Robot Maroeen Jahn W- K—Ach, PE 12/112019 12/11/2019 121I 2019 ding FBC Appn Category: Rodng (NO)766-3411 PE-59166 (954)7728124 aubCataOorY: Asphalt SNnyea nuUalh@pd.onrri Compga ce Mdhod: EWatuaon Report from a Florida Registered Architect or a Licensed Flodda Proressimd Engineer gulm .OLmMAsvxame Aowovad for Ua AgQrand,for Use gpgYd 2gdorn Egg In HVHZ 2ubda,HWHZ Rawamw Plfawn { GAF Asphalt Root Shingles Fbargless reinforced 3-tab. lamfnded, Stab and 12/182022 No Yea N/A WA hk 1— .sphaftshinWa Florida DepaNmd of Business & Pictadow Rsgu)alioFl Building Codes and standards Product Approval APOI-111 n D@tal pagatat leaves natlimism gout L■Ls are 20 ROLEMM a gut ma mum UNNhoo [ go" ineoLLlaema lolt■i8 NdMOl ANkni SGA■■sl A®MO late RevYlon 2017 LV. Thomism, kw don rionapsaw NdhbdwM To" cabooses 2edwryR Pad Lodo ewmd m 10MW2a17 +dtorml7 18M720/7 1211=017 Approval MMW Oarpay(TAMOO) pe3g2o4m PE-74M (30g30O1nO oat wr. 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P.E. 10/192017 1MSM17 10/202017 12M22017 Approved Category: Roofing 1417)624-6644 PE-74021 (334) 30D-1 800 Subcategory: Underlsyments kad ed.Qt—koonm Compliance Method Evaluation Report from a Flatus Registered Architect or a licensed Florida Professional Engineer QualRy Assurance Aooroved for U- A--bdforgs Iloged gpyg Florida Department of Business & Prohssionai Regulation r p l d 1 Building Codes and Standards Wall, Product Approval Application Detail FLONOMM so& Blom lire lire Witham gee mm mess Monson SiaOmt LrmMl:amn viiYllr. MOON sAmad PODAmmw Al Ease Ibd.lan 2017 LV. Thompomka: dbo TbwWm AmhbckNN Toy L2vla/an Zodary R. 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Number a Name Aimmd Probes Description G Aa .mod for Use AmmealbLvm IB.IlVHZ Sannm.11la UUM wtad 2d■ PaMm RIM& Product Medal Number a Muer Nara SBYonLAmmra Hawed for Use Aboroved for Ua Immd gmlon In HVHZ Outside HVHZ RR"Nt PL9� lu ony o CA 12mrz= NO a 17 Saxony SW - Ccy Side, Hartford Sde, Slake, Sete, untr Fiat Probe - Stockton, CA 1N312000 No Yea N/A WA 1 20 Gage GohnetlaM Seel Storm Panels/HVHZ Corrugated Gee anlaed Seel Soma Panels retained 12/312020 Yes Yes Yes WA SON rid English Thatch or net by trades to prodd, hurricea protection. 18 Stony 900- Conmry Sate, Sheks &amp: Sete lid Probe - Henderson, NV 1 Z1312@0 No Yea N/A WA 19 ammy 900 - Country Sate, Shake, Sea &amp; Spa RatProbe - Lek* Wales. FL 12131&= No Yea N/A WA Shake 20 Sesaey 9W - Slake &amp; Sate Rd Prole - Lathrop, CA /2g12020 No Yea N/A WA 27 a mar No YeaNIA WA 28 Vlaa 900 Wilson Probe - Lase Webs, FL 12/!12'O20 No YeaNfA WA Fbrida DepartnmM of Business & Plob$W rral PAOUI"on Belding Codes and Standards Product Awroval Appikadoa Deed ►ers a d1 uaa PLS"M lit am ids[ 2re 2■ 2�hlra 2rm mm mass 116mo / arLan d amen A mom Revisio w? mN audaa COMPWWO a" kid. @van La.aa IOC L1wMses. seen, LLC VMM AL RahML PE OWamm 00wrAl7 00212017 Apprsvad CoMgsry: Spill" corrpawa pa) @e@aTs (487) M4917 WAOMsaay: TIM plan ala.laOopahaar oom Coe I- OMbet.Ewkhdia Reprat/mma Plodder Bakohm Ed* ado 2rIA� ammmakum ammonia um ■tam 20" AMA eor■2nedrm 2rmaremmmmen k ■tal M ■onm §stow rite IAp 2 mN MCOrM Hinge pMla Mdd Cawadw Pho nalow Ya Yea WA Nan Fbnide Department of Business & Protasionei Regulation Building Codas old Stance Product Approval Application D@WI poll g6ala Florida Daparhrent of Business & Prolbaskmel Regulation page i a l Building Codes and Standards lasts Product Approval Application Datong Gl MMSM tale feLlm go go OwLeNdmI gut ma mm MME&M ml GROW EmNMLAllomn MINIM" vf■rd AmbO M ENAAWMW humM ado RwWan 2017 Lv. 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Sennardc, P.E Trot Bishop, P.E. 10119/2018 10Ma2018 10232018 12MIr2018 Approved Category: shutters (561) 7/2-9882 PE-OD46549 (954) 947-0860 subcategory: Sam Panels miksh@aDamalcanahutle Compliance, Metha k, Evaluation Report Imurl a —cm Florida Registered Architect or a Licensed Florida, Professional Engineer OuaIM Assurance Awmp ayed tot Use Approved for Use I2tIlM gat $ mlgB In HVHZ Outside HVHZ R9aletam Pressure 2,>M Ge 1 =" Sect Sara P.neis 249. Gatyan@ed Steel Slam Panels 12/312020 Yes Yes Yea NIA l3lSt1111111111 r ttmom auk lnaLK lire 2re 200ovm MOM 2m 33ta aim m m tam glided ARWMKAM am mdoo l nrLtd a and SgA■ NA Amm d mom tan mesa Namoolm NoWdow, 3017 riwadlilg Carpwwda omup Yon 94ued L.seas ICC Evaluation Sanlce, LL.0 WMavh M. 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