Loading...
HomeMy WebLinkAbout39716 Harvest Creek Ln.. ...♦u , ...♦ .. ....—+:♦W�uplw.l�_ 1...IEI,. LL4.. \LL...I. ..L i. —. d.l �._ � ,. __ _ _. _ _ _ -.- �ls ,f um �_ _ _ l —_ _— _ YI _ _ _ _ ___ Ca ff AL ",'/C; % :a, — COMPLY WITH PREVAILING NAT AND `�?' a't"?' 'F �h911rLS t�R[�t► NANU-li REVIEW DATOA CITY Cr; 7 Pi-� Vie` FLAN,EXAi-vii,�;E ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or AIC Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handier Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot Bottom GT or G.T. Girder Truss SD or 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. Cirde 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 SQ FT or SF or S.F. Square foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear R. THIKN or Thik'n. Thicken D or D. Dryer LL lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tubishower) 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 WA. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR orWDW. HDR. Window Header EXT or Ext Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor I PW or P.W. Pre -wire I WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA EE NN/�R� 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 G FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS A1.1 rP PRODUCTAPPROVALNUMBERS A1.2 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. 1,,�`��\11111I4111t// wN .�• aczC0. •'-� Q ROFESS\O` fetfttftt�t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11- 14 E � 8 N Lq N J -4)0 8 ##w IA ,�° rn ti '0 LL LL o. a„M W , LL LL Tu a Z r. J t 0a RM= Wv��Or'O1 cc mmOJ ¢ o CL o N � U OR aN z Q � °" ❑DD W �n� z "' z z a a 13 WIA i� +-J f6 •U IL W � g O W IG �N = U) LU o cD M W Z ll- EoLL g0 Z�}p7 <F Zo o E �0 H N 4' wg ao 0 >r N_C s %2 0 Z� Z Cn CD 3 g 1�W1 8 a a N W W g 1r 0 0 3 J >� ^L m W \ / ea c7 c M on U CO T W O = t;}� .� N f CO 4)M io (yo M o z E v w? c a U � ¢ p � JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. C S m Lz CD NN co 0 N N -0" O A O H.B.3 EGRESS EGRESS 11111111111111=1111C]�1111111=11111111111111=11111111111111=IIIIIIIIIIIIIIIIC]�I.111111111111111111=11111111111111111=I �� C]1111111::11111111111111111=IIIIi1111111111=IIIIIIIIIIIIIIIM n �M ■ER'N� . 1'i�rM I • -CARPET - BEDROOM 8'-0" CLG. BEDROOM CARPET - I..r : ■■Illlil>•lilll� ■;, A ., I - ff OM 4 LPET - - Q CAFE VAULT. CLG. PATIO CARPET r 8 LJ � -- i�■■■■■■i■. ��� ii,�Y, ■ ■■1 ���1�MM _w®l n .- • ■�Illllll�lllllll>.Illllll�llllll��il>.�� 11111111111�1C]IIIIIIIIIIIIC]IIIIIIIIIIh � i 11■■■■I■■tom O -FAMILY ® - STORY: - CARPET ■�fl■��I��il ■ - r ■1■■�■_�_ �■■ _ INNNNMINN..:MNNN © DTT2Z @ BASEm NNN. _ _�IIIIIIIIIr�11C� L•� TO BE NOTE: FINISHED FLUSH. VERIFY IN \\00 'all . ► ►11WALLS 1� 1�■ ■ .- ®��JII .- ��� C - .. ® ��� --- �•��■ EDGE OF SLAB 2" BEYOND WALL i I < © , X _ -.'■ . ■■III-■■EM1■1 MANSOR BO �j -ZDRYERVENT THRU ROOF a MCI W -`F 2 CAR GARAGE ■■..� ,■ TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED C14 PER FBC OPENING _UILDER ■■ ��■ 11GARAGE 0, k. �11❑111111111111111['���IIIIIIIIIIIIIIII[]IIIIIIIIIIIIIIIIC]IIIi1111111111111[]IIIi111111111111[]IIIIIIIi111111111[]1111111111111111[]111111��1�11111::1111111111111111111L! 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 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X254 S.H. 13 20X38j 18JX371 S.H. 14 20 X 501 18 j X 50 S.H. 15 20 X 63 18 } X 62 j S.H. 16 20X72 18jX71j S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X381 26x371 S.H. 1 H4 27 j X 50 1 26 x 50 S.H. 1H5 27jX63 26X62112 S.H. 1H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 j X 251/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 j X 50 1 36 j X 50 S.H. 25 37 J X 63 36 j X 621 /2 S.H. 26 371 X 72 36 j X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 38 I} 52 } X 37 j S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 j X 62 4 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. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3.Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 1111111111111111MASONRY.8 TYP. 2x FRAME WALL q H.B. I BEARING WALL S3 INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 55'-10" 1' 4" 7-10" REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 65'-0" 01 AREA TABULATION 1113111 (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 FLOOR PLAN - ELEV-Bl 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 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) r ��V\Ao�,r111111!!Nl�o�e���4 �O 01 Q'• � -�SE cs rr • J .s F S �. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within #was drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W a o8 mN V Q y�ur w 04c CI dl J vt u, aej �' X; a M M w ui MU LL ° a 13E Z MM Cn °zoo W N f D m m J 2 ¢ o LL Z a0 N 0 Q 6Q 0 N t7 Q j Wv U ❑l]❑ U z C-4` z� z Q _ a W N - N z •MLLJ LL �0 In c "' U_ U cQ • _Q N is �� zz W U_ o� z a Q Q g �� z• oa E U <<z OU � V Z N azg �o ao �W • � N ,= OY NO �i o =z Z,�z �i a) cn 3 ab 0 aZ Z U W 2{ S o. � a � k � �� CC)zl°d r v 3 0 �N = m J 1 N TM o M Y �i O a m U` (0 O r N Li T- M M iu M N �; �r a ? z E O CC E v JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. 1 SYr�y.Je1 _..••..iaau �SLL�Ill1dylll�. ..�.k ILL11_..�->,.. _. .. W.� .l i—_u �. —_ —4-.III_ - _ —.iu _ __ ��e - _ _ — _ _ _ _ _ -- __ — a a 0 0 KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW 7 KITCHEN 0 0 N 0 0 N 0 OPT. REF. OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES / ROD 0 z 24" TOWEL BAR TOWEL BAR IN a W ON WALL ABOVE TUB OR SHWR. oc Q TOILET TOWEL BAR a / ON BATHROOM WALL MEDICINE _ SHWR. o I CABINET o TOILET VALVES = c SOAP PAPER C° o DISH co U HOLDERLO r v p p ��- to U- b > o c� M O CV)M M M r N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY KITCHEN 4 16" FOR LINEN 12" FOR PANTRY �a LO Cn T M FIN. FLR. T SHELVING 2x MIRROR N 0 0 M OWNER'S BATH BATH 2 4 r INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS - 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS - COUNTER TOP 30" H BASE 7- CABINETS - 1'-2" FRAMING V. o 0 r- 1 /2" GYP N co -1 N BOARD FIN. FLR. _ SCALE: 1 /2"= V-0" NMI ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"= V-0" ow :�. E LOB` • �, ')FESS,Oe� t `41111111111"`\\\\ To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F Q jE 1�Ep p O N iL V w � NC ib LL M M LL QQj W fn tQ ,Jy lu_ a a = Lp4 m0 W %Jop 0010N� �4 W Z C15 z J G n• O fh Z N c U O J O U ❑❑❑ W !9 Z 1 Z Z Q a � N Z 0V) (13 w g Its L" N war U LU � � I O CjD M 2Z zo s W LJL � z o �z .- � � a a O E o ?o wo t� o XU as o o z N w i a o W • � CO C �z Y o Zz z J 3 �m irk � 8 Wes' az N W W U �0 �K o o� a GIs 0? V 3 0 CV = J > 0 o cM Y ^ �i O m v CO a • N Ln � •� N c' � z Z c E C:) E ai c a U 0 JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. 2 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 0 1 EN :0110 1 AlMoTil N T1m17 14'-0" RIDGE VENT 12 5� 12 5� ------ -- — — T.O.M. — — HDR HGT. TEXTURED - ' CEMENTICIOUS 00 FINISH ON C.M.U. IL (TYP.) I F. FL. �--+3" SMOOTH TEXTURED BAND 1 FRONT ELEVATION - B1 SCALE: 1/4"=1'-0" 12 1" x 9" SMOOTH �5 7'-0" RIDGE VENT XTURED FREEZE BAND 12 �5 8"x8" SMOOTH TEXTURES CORBELS 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS - T.O.M. V-101" — J — - HDR HGT. - TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. CEMENTICIOUS (TYP.) FINISH ON C.M.U. (TYP.) — — — F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1 : 1 /4"=1' N. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ pordand cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material In accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. WN •,,� �•� SRO f• N• E • <3 _ Q �O. +���� 4'• F 1_ 0� �0FESS�O�P To it* 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 81h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W � E to �p pep p g 8 N lei i! Lo C LL N0 S? J 'n rn a. a(n 0Qj L5 - a. J U. W (n �pC U. 6. a z U. ra 200 W IL pjO' J a Go 0 Z N Z U J Z 60❑❑❑ W 0 V z Q c - v 0 +-J W c —� o vV) Wg Ly N W 8 8 t U Q M g W z¢ _J tJy, a iii a >� z® EWW - ni O E X U dp O ¢, ZCL Q `V 9 ° z wS Fig Wz a� 4? C 11 X 1Eo Q LL bM g� Z Z 58 W Z 4 �w ar i �3 0 �N = m J o M Y O ^ m v CO l� 70 t0 = Wilt ■� CV r E a7 c O M Z C E rn � r ` C C a U J Q C J JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. 3.1 a irs 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. --E HDR HGT. _ TEXTURED CEMENTICIOUS 60 bo FINISH ON C.M.U. (TYP. ) F.FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP•) 12 5� —EXTENDED OVERHANG T BE CENTEREI ON DOOR T-0" RIDGE VENT 12 5� T.O.M. ------ — — HDR HGT. -1'-0" REAR ELEVATION - 61 SCALE: 1 /4"=V-0" 14'-0" RIDGE VENT — — — F.FL. it 12 �5 -------------------------------- ---1 V-0 „ RIGHT ELEVATION - 61 : 1 /4"=1' 2'-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. 0 N ZZ 6 - : •� N U� P� N ROFESSIO A To the best of the Engineers knowledge, infon Zn and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentiel 0th Edition. Engineers signature and seal is only for Me structural engineering portions of the drawing pages bearing Engineers signature and seal. W C N 0 Lo di 2 ,- u7 ,- to J a W Nr-�3222 U-LLa ai ej04 ' M S a W � i2 a Z �LLii t CSCD X O ~0 J ?Prn Q o Z ILW co CL GoN N z N ° aao W z z � Z Q k_ a to - N 0 ate-+ f13 n 0 0 s c �l0 C Q toe w M E 0 ao DR Z• Q t� O U X o ��$ W sU U Z O o E fV � ao g= 8Z WI � � C ciao (YJ NO �O i Z` z co J QZ �Z pw 8a KK U = rw i6 0~ U� 3:0 J m W \ m o M �i 0 a m U CO U = ■� CV r M E la O M N o Z C E r C a. 0 J Q J JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. 3.2 L at W W _2 te v VARIES CAP CAP 2" 111 2' *NOTE: Ill RADIUS —� N., iv FOAM TO BE USED ONLY WHEN 3 1/2" RADIUS - 1/2" RADIUS REQUIRED BY 1 COMMUNITY 3/4" RADIUS — 04 j 00 ■ ZD SPECS. IF NOT, 1" 2'. OPENING VARIES 21. crx�* DETAIL TO BE BUILT W/ STUCCO. 1/2" RADIUS — 1/2" , C") J� 04 EDGE OFAN 1tp^ 1"4- VARIES A-* q q OPENING VARIES V-4- ED 21" VARIES & . ) V-4- I - , VARIES CN mic, 1 1 /2" RADIUS 'TF 4- 2" 4" 44" 2 1/2" RADIUS 4 ■ In l- Co X4 -Cie L tD VARIES N. tD 1" BASE • BASE SIN '3" V V-8•" 4- -0. CN 04 C14 C:) "NOTE: VARIES 8" 2' FOAM TO BE USED t? ONLY WHEN 3- REQUIRED By V-6- COMMUNITY 4 C� SPECS. IF NOT, 1^ OPENING VARIES ill 1'-4- L DETAIL TO BE =2 21� BUILT W/ STUCCO. EDGE OF OPENING 4 !—� 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, InfbrTnadon and belief. InC the structural plans and specifications contained within these All 04 drawings comply with the 2017 Florida Building Code - 4" 10" Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing 101, 6" Engineers signature and sea]._ 2 21' 0 4 W C� ce) p -j LL ZD C., N 113 0, C'j 3 0'.0 cc 6" Uj LU 2" 4n 11 1 d a� z Co �; z 0 Ln to M 0 m Wd 4"' , v -- 4' 0 JLLJ 2 IL 1-1/2" THICK 211, 4 2'-4" 11-101, 1'-5" -P. 4" Cx- L 51" 4 5" 1'-4" 3" V) Cl 4 &j ;0 `IN 4-j LL VARIES VARIES 0 LU SIN 4z VARIES VARIES cMid 8' 4- c'). 0 ;0 6- 4" KEYSTONE F1 1 CD KEYSTONE F1 1 U- --------- ce E 30 A� 1&0 wa 04 OPTIONAL OPTIONAL CL 0 E 0 §0 00 5z 0 D , 00 0� 8z 1 J3" E Z is to JY4 C14 C:' 4- GARAGE DR. OPENING z + 4- L3 4" WINDOW OPENING 4" 0 CO C FF H C .3 z 12� NOTE: • INSTALL OVER STONE, TYP. Z 0 1 82, Lz) • FIN. TO HAVE TRADITIONAL 2 � z VARIES LOOK & SMOOTH FINISH W • FOAM/ EPS MATERIAL IS 1z 1< �� ACCEPTED W;5 x mi co 0 0 NOTE: Ll e FIN. TO HAVE TRADITIONAL LOOK &14„ 2'-1" T-4" SMOOTH FINISH 2 54" v-1j" 5j" 2- * FOAM/ EPS MATERIAL IS ACCEPTED 1 T-8" -4- T-O" 4" 111 10" 1--4" 10" cc co ZD 00 CD 04 to CL co 04 Uj Ill N, IA 04 E z MM m N z E CIO E 0 704 JOB NO: 20-8080 2 KEYSTONE OPTIONAL 11: '9'\ 4:A 3" Y4 v SCALE AS NOTED GENERAL NOTES: SHEE7 NO. 0 1.5 LBS DENSITY STYROFOAM 0 POLYCOAT (HARD COAT) F1 0 ACRYLIC SAND FINISH I _ J ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station cc alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed Within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER �I@1p WEATHERPROOF DUPLEX OUTLET OGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 00 i14 copper to lights & outlets NEMA 1 10 #'12 copperto 20 amp ckts 200 AMP 10 010-2 copper to WH 01 010.3 copper to Dryer METER 2/0 or 4/0 SER Alu 200 amp 150 amp Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP GFI DISC. DEDICATED RECEPTACLE FOR MIrPOWAVP RAN11.17 O EXHAUST FAN f vv.r-r. VERIFY LOCATION 19-1-GFI — — — — — — — — — — --I ELECTRICAL PANEL �Ot 'I EXHAUST FAN/LIGHT COMBINATION r=1 ®D ELECTRIC DOOR OPERATOR (OPTIONAL) RECEPT. CH CHIMES (OPTIONAL) FOR ALARM VERIFY METER SYSTEM LOCATION WITH PUSH BUTTON SWITCH (OPTIONAL) BUILDER PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT J ELECTRIC METER APwl ELECTRIC PANEL _I DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN — ELEV—Bl I SCALE: Y4"=V-0" 0 N N N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained wi tin ftse drawings comply with the 2017 Florida Building Code - Residential 0th Edition. Engineers signature and seek is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O a N # N C N 5 *k 00 LL � W M Qgj0404 cn�— LL LL a a°'ly Z 13i-wa MLLu- �, �°' 0(z� 12"; m O 0 Q: � W �Z 00 d a o y Z ooa W z_ g� z z J d �z U +� .0 C LU o 0 W 8 to C fV W U � Q s CD CID 001 w Z LWL E io 3° 7 ap z0 E�' ~ r0 a wa 3 8 gZ Z o E N t ao wo aZ ww a� �? � C zZ OY mo =LL ZN —� 3 a ^ g z RU W yw S a"w � a °d 2N = La. m W \ / m 0 c M Y 04 ^ O a� m U Cfl it 1� to O 04 f T 0 EM M � CV 10 ti Z Z E 0 E d M a 0 _j Q p JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - 131 JRB) 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 (SElev) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) "NOTE'"' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN — ELEV—Bl 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 save or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. 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. i IIN1�I�rytl qAA\1z911l1 LA`O° 0 W 4 ;. FL�� OF 3St0N�\ To the best of the Engineer's knowledge, information and belief, the structure[ 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 '- ,,,s 8. iJai!. tZwy '4C& #a I yJ .rpj 1LL lyoW Q N_� 32 LL Q,I7W LLLL a 13 z i—v— mN Mo4�o0 � @ N �2T J c Z tLW IL a aD O <0 C ro 5 N M Q U J �" Z ❑DO W 0 R z N M Z z Q �- Cl 13 Cl cc o e V O� � ri, S to Lr N m wto Q :— N O My W M 0i g QO ag z E U cc 10 QS X V ao�Z o Q Zoe <a a, rp coC z OY o ZZ N J� az sZ 0 T W W -) oLL r = 0ri MJ coO 0-N 0 3 °N = m J > v M O ^ � CL Q) m U CD T cc O Oi M E CN M 1 �; o ? Z E O E d a ci °� a o JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. 5 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 WVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB 65'-0" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5'-4" 1- s 3'-2r 5'-0" 5'-0" 5'-10" T-10" 6'-0" 6'-0" S-10" 2'-104" 5'-11 5'-0" 5'-4" REINF. SEE PLAN. FOUNDATION PLAN 3-0- —"-'� w w H.B. U.N.O.P1 STORY S3 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Jim ------- — ------- ■ ■ ■ ■ .......... 0� 4 11I — — � I I .. I 16'-0" 6'-10". .. 10'-0I I I I lI _ = I SINK / DISP { 1 L I i D.W. o o I :: :::. {11 S3 CLO STEPS AS :: L11 L---J--_----I CHASE TO IS D-=- E _ _ _ _ _ _ _ _ ► _— — ■ �� " C�J------------J OPT..: TCr� CJ; PROVIDE 1 Y2 RECESS oTYP@ I I I CJ-tl!I ■ 1 STORY U.N.O. REQUIRED R TOT REF. ; ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. I FOR SGD. REFE11 ::::: 10'-104" PER FIELD MASON'S SLOPE FOR KITCHEN ISLAND �q CONDITIONS I WIDTH �I� LOW WALLS I • ::: •: I : ' :: o r 4'-0" i 16-10" .12,-10" INDICATES FILLED CELL w/ 3000 PSI : `r CONC. GROUT FROM FT. TO I W/ (1) #5 REBAR VERT ABOVE SLAB \ :::::::::::::::::: :::::::::::: ::::::::::: ::::. ' :: ' ' : ........ ■ ■ ■ ■ \ TYP @ ALL PLACES SHOWN I I „ S 0 -0 TOP OF CONC.I PAVER T BE 4 ■ (2) #5 REBAR HOOKED FTG. DOWELS 5" EMBED I BELOW FIN. FLR, HVAC CHASE 4--0" 4'-4" 4'-6" VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 /— BA 9" I STEEL" \ PROVIDE Y2" SLOPES I FILLED CELL x �� LOCATION I \ I RECESS FOR FRT. POOR L c \ I 2'-6"x2'-6"X1'-0" FTG LO I 'T 25'-10f" 9'-51 $" W/ (3) #5 E.W. 5'-0" Lo cOIon pvw�m Q) . . . . . . . . . . . . . . . . . z� r= ■ sv i I CC (2) #5 REBAR 00 TYP @ 1 STORY g3T S3 I '- U.N.O. S3 VERTICALS w/ in Ir I FILLED CELLjr 2'-6"x2'-6"XN 1'-0" FTG 1= n �� �- 2 6n x2-6� n x 1'-0n W/ (3) #5'S E.W. _ r (2) #5 REBAR VERTICALS w/ in I W/ (3) #5 E.W. G -3 1/2" I S3 o I I OPT. D PT. SLOPE -� M FILLED CELL A" . .. ..........: 0 __-- ____ I = 5'-3" 1'-10" 3'-6" I O I I: I M o � II N ■ — CJ ; ; CJ ; — CJ I 3-1/2" MIN 3000 PSI CONC. I I ' 2'-7" 7'-10" 1'- ": ' EDGE OF SLAB 2" T T SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY I J N 'n 3-1/2" MIN 2500 PSI CONC K SLAB OVER 6 MIL VISQUEEN I M I S3 I I I S3 VAPOR BARRIER r ' ' N 35 -4" 20'-6" . BUILDER TO ■ 10'-0" I I I•' PROVIDE I (2) #5 REBAR I I I APPLIANCE VERTICALS w/ in 4'-0' 12'-1" ' O PROTECTION FILLED CELL I H. WHEN REQUIRED � �---L � � ••-- PER FBC --- -- ------�' — — -- — -------) .........-------+- ;0................. 1' M A S3 TYP @ 1 STORY U.N.O. 6'-0" 55'-10" 65'-0" 5'- H.B.. -0" 7'- FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4'=l'-0" CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" ::'. .-'. -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be Cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 0. •' p F 1 •' O F E g S1 O 01 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a $ I c aO O N-" oD N it J N QQQU. 5 G 9 1 - * W W Qgg n u•LL a a t9 U.LL •- z 0 = to p tr f- to Wr9i�4jOJ J o a Z 00 d yq�prn N Q z °C DDD W ( Z N Z Z n CD +-+ W O r.L, g N N c c' .e � � n c � < • M W Z M J ii S zd Q o E 0 ro Uj QQo X U oa wO SO U i N C o 8a z J wm -Z W U o � 121U211,, S � � �5 �g v ZIa 3 0 = >n � M M � O ^ T co o = 04 �— E z � C11 M o z r- E O o JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. 6 iC Z CJ1 CJ3 CJ3 CJ1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18)10dx1-1/2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 518" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 100011080** — 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 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) 518" 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 24-1Od x 1 1/2" SP1 555 1 535 1 10 -10d SPT22 735 8 -10d SP2 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-1Od x 1 1/2" HHCP2 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIFR 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6') *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (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 (8) 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 L R�Eti 1 OR CONT LEDGER (A) STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—B1 SCALE: Y4'=1'-0" ��r 'tt;,Sil!!ltPOlOVVN �� •"•., F .,.. pR0T'•SS\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 Edifion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. W F- I E a ga �N V n C LL Q •� J W r— � LL LL a M! . 'L y � LL U- CL i' y+ _ ,6 — Z O Z Ly(S &OO �i (u f0 m m .J .@ W02pjO' o N �Zit Q 10 LLz��J W U V z aiS z c Q v J o_ 7 E31 Nz -8 - CDo C1 +J IL W � LU l.1 0 a O s c U W '— — E L 8 z I O z�0gX oa�z�U d-" 0rrCp a ❑��U�¢ Co L zNw0Z WOW (� C zF®OU��gi YJ N � Zz } z J cw7 ,m, U W a� U wLL Sao NW �G OD � a CIO cY zId° O 3 �N 0 = v cM O�i ^ CL m U` Co ,.. Z cc O _ '� ■� N r d7 = � � T M M ` � o t0 O Ej c W tl O U —1 Q p J JOB NO: 20-8080 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 5-112" 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, 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .O a e vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T O O O O 8 F141B/1T 8RF14-OB/1T 8F16-OB/1T 8F16-1B/1T 8F20-0B/1 T 8F441 B/1 T 8F401 B/1 T 8RF40 OB/1T 8F321 B/1T FORM & GROUT SOUD 9 J �U O 05 BAR CONT. 8F12-1 B/1 T "\/" LINTEL DETAIL SCALE = N.T.S. E — — ' tE t ■ ■ ■ ■ C C C� C • • • • 1 1 FEEk C ■ ■ ■ ■ � E� mom ■■ .0 ■ C C� NMI • • • • • • • • • • • • 1: 1 •: 1: TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY W 8 F 16— B/ 1 T a A z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - ° HEIGHT MATERIALS 1. c precast Is = 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 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR TOP ALTERNATE POWERS IN. (1) REQ'D CLEAR O STEEL LINTEL G e .M.U. #5 REBAR AT TOP p n MIN. (1) REO'D Q 1-1/2" CLEAR d G GROUT D < n J Q� d -45 REBAR AT = y W O BOTTOM OF LINTEL CAVITY a rvTi z M W W O m C6 W d - 1 `� /� -BOTTOM o¢ ir ci $ • v 0 REINFORCING PROVIDED IN LINTEL ¢ ¢ C7 cc Z LL 0 W n a Q 3 r� m R D D a p i NINAL WIDTH (VARIES) . m o 0 LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/detaits for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemerrotluos coaling. See contractor specifications OF O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: Y4'=1'-0" iI Pt10Ir�r', ' ;��\t:llilti SE 0. C, �R � Z V. O r E S S %O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W ' E to r- O a N (p pp ik O C C # I�cpw Z W dJ CO r• — LL LL a ycNOM W , a 13 �Lu LLLL a ii s a rV � tom J W_0 ��pjO' _j c a IL go N MQ Z UR J 0 L) Z 'i3 z Z � Q �;:7 a � - N V) ., Z .8 C9 L .0 y LL LLj o OLu U 2 � cg ._ _ Q o A . w w U_ E 2 z � W� �� go Q E °Urii ~ O so o c z � E o a� i c �� 4°= �z x wz C x m� mo zz z J tl iy z W (3 8 y, � �� o = V) W a O k 6r ilia o 3 W a: 0 c M � i O m U Cfl U TT ca O LO a E m N M z z m O E m C 0- 0 _J a o � JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. 8 ME NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 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. LOWERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5lfMS 402-16 & ACI 530.1-13, ASCE 6EMS 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. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 V GROUT FILLED MASONRY: y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1 MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED 'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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 / Borac ore 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 pprrovider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigationlsprinlder syystems inducingg all risers and spray heads shall nbt be installed wRhin V-0" of the building side wall. 4. FBC-R R318.7- To provide for in pection for termite infestation, between wall covering and final earth grae 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 bac kfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is requir 9. FBC-R R318.1.5 - C ncrete o�(erpo and mortar along the foundation perimeter must be removed beore extenor satreatment. 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 extgrior verti I chemical barrier mupt be installed after construction is complete, including�andsceping 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 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS N =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" %" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8' 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 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. of ! I/ff/lllilil�lk t To fhe best of the Engineers Imowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential f3th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. _ N r C "Np LL c s ,� 07 S J W d! kA � LL a Q ajMM W y a J LL tL a 3 Z 16 0 W W03 Co a a -0 "j ao N o lY C y N Cl) Z kaj J LLL z 61, 1300 W m! z N z z � N ■ �vCD5 {--+ cry C. O C �N V) C ON oco M W 7d � Qctr a E W3 a QQ0 L)0 Zo� O E NW Eo wg W1 Z W� C po Y Z z z grWn z 8 0 U W U N LW r AW w lhl F 0:_ CD co �t i�d 83 �N 0 = d J Las � W c� Q) �. o M 0 U (0 N ca O = ISM 04 i CO E N " Z m Z � E 0 d u? a o v a o c JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. SN 1 X uJ J ROOF DIAPHRAGM NAILING SCHEDULE ainrF I iNF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +.c + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + -V gyp.) 6'-0" + + + 6IO" + + + + + + + + + + + + + + + 4 + + + + + + + , + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + c>' — 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood nels or 2 x Pa 1-1/8" or two 1/2" 6000s 1.8/1.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required If both loaded equally from above) r Filler blocking 1/8" gap r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wail. Load bearing wail must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check —�� local building 1/16 code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-01' - STUB -OUT FOR O o o 9 GAS METER CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 101-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS " II " 2X12 160.C. 1 11 19-3 1 SIMPSON HTS20 OR 4 16d TOENAILS () 0 () 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. lit-Oil(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) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I lca 3" finrA nails at R" n r j, QZ'/ Provide adequate bearing J for each lapped joist. lodnails SECTION @ INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p (see table below) DO NOT cut, notch or drill flanges FILL CELL STD, 90" HOOK BOND BEAM r SIMPSON MGT w/(22)10d t w NAILS TYP. GIRDER TRUSS EE j STD. 90° CONT. #5 BAR I HOOK BAR 12X TOP PLATE #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 PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small 2�' min. 2" ) gap max. � 4 max. Q Clinch nails when possible Tight fit a (� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 6000s(" BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wail stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — WE CD ❑ CO 611 A 1Y" ROUND HOLE MAY 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 8 V-0" V-1" 1-2" V-2" 1'-3" V-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'4" Any 16" joist 12 V-0" V-1" 1-2" 1'-2" 1'-3" 1-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 V-0" 1'-1" 1'-2" 1-2" V-7" 2'-0" 3'-2" 3'-10" 4'-0" 5'-7" 6'-4" 7'-2" 20 V-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'40" 5'-11" 6'-11" 7'-11" 8'-11" 24 V-0" 11 '-" 1'-2" V-21" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8-4" 9'-0" 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. When joists meet over wall, provide �1 3/4" minimum bearing for each. 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)1Old NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to top flange. Joist y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required 'If hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ' ' • SEE PLAN FOR--'•• • . • • • FOUNDATION INFO ' d' • d • STEM FOUNDATION GRADE REINF. SEE PLAN e.. x rvk, tnAot 4-- rvu 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 PLUMBING LINE PVC OR SCH40 SLEEVE 1-111 lr \ /r-f %'rl^ A 1 TI IP'%1 1 r-k 111 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE d a a d a'd 'd l \ d � SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE da.4 .. 11 "a a � 4 Q a SEE FND. PLN. SIZE & REINF. .lt Ow 00 •S• •• • •. ' J c� P i C cab 0 O F S\ C` f(`rk E 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 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i» 4 8 V N it OaCp� Co - •� O'f to :W 0) J W a CO u- LL04 ar6' CN W w `�LLU. as Z oo i W N m m J d�� Z r�i�OnjOf Cj N Z y �, ao_J Z N J V ❑❑❑ W Z i� en a kn Z v LL •U 0 �V) = 3 W g, S o w Z M i0� U_ E =o �° ,o Z® Qo _ E Out oa N (6 ��oz z O E N a p .0 a Z �w $3 L M N a) *o mf 'o Zz z .a)g� W J i7 m �w aw n o U WaTr Q U � �W J g NLL 0 � 0 �o CD °zla a= col 3 0 CV = J \W cc . � a) N" o M a m U to MCI it T- f0 C O) N M a) co Ir- ~; tV NT a Z Z c E O y d to a U Q p JOB NO : 20-8080 SCALE : AS NOTED SHEET NO. SN 1 v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS —\ HGT. FOR WALL HGT. <_ 8'4% (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH > 4:12 ► e (2) LAYERS TYPE I OR TYPE II e (#15 OR #30) UNDERLAYMENT . t> I 4 FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. VS REQUIREMENTS SEE R905. PRE ENGINEERED WOOD e _ TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH(NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF WALL W/OUT UPLIFT KG G 7116" O.S.B. MIN, SEE ROOF NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 1/2" HIGH ��4EDGE ALUMINUM DRIP STRENGTH CEILING ,✓r RN 5/8"OR 1/2" HIGH STRENGTH '—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH � `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE 1 SIMPSON SP1 w/ S.P.F. DOUBLE ( ) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"016" PLATE WASHER (TYP.) WALL.HGT. < T-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 19L4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cn '- (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4 A.F.F. O.C.) WWF OR FIBERMESH \ WWF OR FIBERMESH 31/2"MIN. 31/2"MIN. I d . ° ° ° d ° ELEV.4-3 1/2 � ' • d pp e A.F.F. O ° d 2x4 CONT. ° ° U- ° . „ „ - 1/2 (min.)- 4 " n ° . e 1/2"(min.)- 4" ° °O° ° ° o � n e' ITT' — - v 9 ° ° N � •rT r,-r a •. 00 r,rr ' ° �� •. d I I° ° ° a ° 31/2"(min.)- 4" — 31/2"(min.) - 4" GARAGE DEPTH VARIES ° ° ° d ° ° —11 I I — g � (2) #5 CONT. 4" 114. 8" (2) #5 CONT. 4" ,, 8" U.N.O. MIN. U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP 0 SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'4" S3 SCALE: 3/4"=V-0" S3 BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING vGS' GYP. TYPE "X" @ GARAGE \12'N.O. NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C 1�M�N�o s N (1) ROW 2x BLOCKING @ MID HGT. SCREWS @ 7 O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY c0 FOR L H <_ - ". ) ROWS CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 2x BLOCKING @ 3rd PTS FOR INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1 x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE PLAN SEE CC/S3 OR G/S3 FOR ANCHOR N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) « « TYPES MORTAR WALL SEE GG/S3 ) 5/8" x 6" EPDXY BOLT OR « « MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR 3500# MIN. TENSION 2600# *SIMPSON SP1 (6)1/4 x31/4 TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS �, FIBERMESH D BAR W END OF 2" x PLATE W. WWF OR FIBERMESH r r ARCHITECTURAL TYP r 2x P.T. PLATE ASSUMED FINISHEDSi PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W 0 > I Cl? e FINISH < GRADE N _ � � � z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi r a ° - ` 1x2 PT WD FURRING @ 24" O.C. � D FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] ' �- (1) #5 VERT. IN FILL MONO OR STEMWALL Z Cl)c� p. -0 25" MIN. LAP [30" MIN. LAP] 3 • 1/2" GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN D ° ° o �_ W ° U.N.O. FOUNDATION PLAN FOR CLARITY D D _ _ °O =1 =i =III=� 6 MIL VAPOR BARRIER n• ° — — — #5 REINFORCING BAR R 1 7/8' — - 1x4 P.T. BASE NAILER FOR LOCATIONS) D D o °o ° _ _ I=III=1 III=1 I =1 I I —III —III —I 1 F1 P. z — z 2 #5 LAP SPLICE (2) #5 CONT. — — 4°x4° INSPECTION NOTE: ° po ° g D III 11111 I III I I III I l 1111 I II1I11IIII I • 0 ° 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" V-4" 8" 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL N -1 I I=III= 11=III=III= I '' COMP. SOIL. (COMPACTED TO (TYP.) FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ __ —_ —_ _—i ' 95% MODIFIED PROCTOR ASTM —_ — 10" MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR III=III=III=1 I I=1 I I=1 I I=III=1 -� I, I 1=III=1 I 11=III=1 11=III=III=III=I =III=III=III—I 11= I I—III=III 11=I I I= _ i II , I �� D1557) « 4 i r 1-4 t m #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR ;III sill= —�-1 it III ;III IT-� -1 I_K"'E� #6 LAP SPLICE TYPICAL INTERIOR BEARING MUNICIPALITY. CURB DUE TO SLOPE --III—IT WALL W/UPLIFT rG CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING REBAR DETAILS F OR "FIBERMEE SH"" FIBER "FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4=1-0" " ' S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 BELOW GRADE SLAB INFORMATION SLAB INFORMATION. E� , L t ° ` e, ] °O 6x6W1.4xW1.4 o0 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► , Z(min.) 4" BARRIER D .f p �• 1 N - ° e ° GRADE COMP. SOIL. T o0 - I_ — — (COMPACTED TO 95% _ _ ° (1) #5 EB R w/ OPT. MODIFIED PROCTOR — S E�I EEIN LOSURE ASTM D1557) a 3" MIN. CLR. I (2) #5 REBAR CONT. 1'-4" (1 STORY) STD, 90 HOOK (SEE 4 ON 3" CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL)MIN. U.N.O. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS I DRIVEWAY IEXPANSION JOINT I .-. CONCRETE SLAB 14' O.H.D. RECESS z 13' O.H.D. RECESS4 N PAVERS r M 4, 4... 74 . • _ _c T I ., e• a ;.. 4 � .. '. °° 4„ , 'y. 7 SEE A/S3 OR J/S6 I - SEE A/S3 OR J/S6 - I FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOW ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STC RY) 1' 8" (2 STOR) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS K�j SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAh INTERIOR ° • , -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 C �r E c N � M 6 MIL VAPOR BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1 S.G. RECESS FOR ARI WW OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO e SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN 0O C e °'. C ° ° e ^ (2) HTS20 FOR STRUCTURAL r _� BEAM SIZE & CONNECTION INFO I I • 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. w 0 SCHEDULE OPTION #1 Cr a 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 Cn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -, EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN Ir i CONT. BEAD SEALANT = w/ MIN. 2 #5 VERTICALS () oo : RAD - —1 d —j E r, FILLED SOLID (SEE PLAN FOR 1--1 ° 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) C7 ;III=1 I ° °• = = I = =1' =1 WWF OR FIBERMESH_ r z 1`-w o 1= a w I —III —I I I=III=1 I=1 I v =III=III- " BRICK PAVERS or SLAB PER w=III p o `" 0 -1 i I=1 ! • ° z a —_ --- . z� _ Nzi ° 0'-0" FIN. FLR.A COMMUNITY SPECS " � I=1 =III=III=III=III 1 I --M =III=III—=- TIT TTT—I fT TTT—TTT III III —III —III —I I —I I I I=1 11=1 I I_ FOOTING J WWI i I ;,I11� I ,I I =I I I=I I I—' BEYOND ,, . PAD REINFORCEMENT � �11111 i111=1 111 3" MIN. CLEARANCE _...• SEE SCHEDULE INTERIOR ---- WALL SLAB STEP NON-BRG. TAPERED ©COLUMNDETAIL .,.1tFitllElF1 (SPF i r} N .���ftiltilla 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 E CD o 8 a N ik v G C� #Co 7 In (71 J W Q � L W LL rL yMfN7 a Cp LL LL a -vimZo Z L 0 F �0 m m o W 02pjO' Boa ZCO n o a6 0 co U0 � Z O U ��71 W 0 Q J Q-E3N V) N z .9 --0 0 W (D 4-, •U 0 LL N c W � U Q8 s o M Lo w Z U- E Wo >o Q E OV Woo oa U OU N IT �a o ai a Z ¢ r_ � U)C a ZZ OY mp Z z yy J 3 �b F <W fN z2 go W N 33 a 3 $ a Nk z 0 a CID ZIQ o� U �S 0 CV = E2� J � W \ �o 0 ./ o M Y CN ^ O ^�^11 2 (0 T t 0 CT) . � = 04 s— r CO c0 M m M N o z Z CD E rA Ivcc c a U -j '10 Q p JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. S3 (MONO) rn 0 -n g i N I N m 0 CD 60 Go 0 i z i 0 3 C a N N 0 0 0 c 0 0 a i a 0 v N N 0 a N 0 - c (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)12d MIN. EXTENSION FROM DOUBLE 2x TOP PLATE VARIES VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ no EVENLYWALL IS 11/2" MAXIMUMEXTENSION FROM EXTERIOR INTERIOR DER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER PER PLAN !x BOTTOM PLATE W/ (1)1 Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)1Od (3)1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ` STUD W/ (3)1Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING - DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN C DOOR OPENING DOOR OPENING EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 A❑ 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 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W1(1) #5 FOR CONCRETE PLACEMENT 7 • • •- . - . , • • � _ , .. • • • • ■■III one MEN MIIII lid■■ IIHIM ■�■ !II -_— IIli IIII ■_■III _ MI■ _IIII IIlI IIII� NOTES: 1O 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 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 � O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S.=L'__ d a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 wl (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1Od NAILS @ 8" -i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL d e 14 a DOOR STOP d ° d MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET r, DOOR TRACK W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) 3) (2) (2) (1) LSTA30 (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"xl0" OR 1� GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER is 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)1Od x 1 1/2" EACH SIDE 2x STUDS TYP. 00 0,4 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. St� SIMPSON SIMPSON SP4 SP2 - 2X STUDS @ 24" O.C. 5/8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMISON SP2 w/ (12)10d NAI 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" (" O/C FIELD 2X4 PT STUDS @ 16" O.C. IBLOCKING (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) IT►1 �T�I>��:f�i'�'/L�i:Zi11Y1 1 #5 VERT. IN CONC. FILLED CELL-- W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE OVERLAPPING SPF) LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 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 . 48° SPLICE STAGGEREDo • Od @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4816d 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 LEIS •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 SP1 SIMPSON SIMPSC SP4 SP4 /-LINTEL ° SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON j' SIMPSON SP4 o SP4 BEARING WOOD FRAME WALL � SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 0,00 • HTT4 w/ (18)10d NAILS (3610# SPF) ° a • HTTS w/ (26)10d NAILS (4670#SPF) 0,0 • DTT2Z w/ (8)1/4" x 11/2"SDS (1835# ° ° • HDU2-SDS2.5 w! (6)1/4" x 2112"SDS (2215# SPF) 0000 ° • HDU4-SDS2.5 wl (10)1/4" x 2112"SDS (3285# SPF) _ • HDU5-SDS2.5 wl (14)114" x 21/2"SDS (4065# SPF) • HDUS-SDS2.5 w/ (20)1/4" x 2112"SDS (5665# SPF) • HDU11-SDS2.5 wl (30)114" x 21/2"SDS (6865#SPF) • 5/8" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT G • FOR DTT2Z USE 1/2" DIA. x 12"EPDXIED A.T.R. MIN. 8"EMBEDMENTw/ WASHER & NUT • FOR HDU8 USE 718" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w! WASHER &NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT wl WASHER &NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING �-10d NAILS @ 6" STAGGERED is I J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ° I I 2X8 P.T. BOTTOM P TE ♦�' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 - -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. I I N �-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 � t(D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM d / V d d ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 0 IV \ Q- •'• .1� E N � •�� •: F 1_0 �••�/��1FttlItltt��� 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 Oth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a g �8 m J Q N G . % J . W y wLU a (,9 r JLLu_ a11. f Z - i -g _ g o o8� W _ 2Nm_ m� oam "_ ILul N o �o� &z Z a U J o ❑❑❑ W T, Z N z z < k a U N N z ❑ f13 N W j� O c w � U • Q& o� Mm S° QE 0 (6 go ao so H o E �g oo �Z z O � Q: W $ <z CJ ` N C 1 oY m� Hio s� �- wm b y 3 8 '° FEFE W W c, �L o .2N = M W m CM C) a 0 0 CO sic N T— mam _ O .� 04 r N T M M o Z E 0 E m c 0.0 Q a' _15 JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. S4 i . j I i I j , I i I "ww" t SEE STRUCTURAL NOTES AND TOENAIL WI 2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H1 OA w/ ( 18) BACKNAIL w/ (2)16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER " " SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR • FIRST FOUR . " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. OUTLOOKER 7 /-SP8 1 12" AT EA STUD (USE SP6 FOR 2x6 WALL, USE FOR 2x8 WALL) BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SEE STRUCTURAL NOTES 10d x 1 12" AT EA. OUTLOOKER ROWS OF 45 t 24 MAX. TOP CORD BLOCKING 45"t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR 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) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 1Od FROM LEDGER TO • 7/16" OSB SHEATHING & (2)10d TOE NAILS @kx BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" 0 C S AND NAILING SCHEDULE FOR SHEATHINg DETAIL 2x4 OUTLOOKER F@ 24" O/C 2x4 OUTLOOKER @ 24" 4" MAX. O.C. (OPTIONAL -SEE TOP CORD BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT F STEN APPROX. 8" FROM SHEATHING TYP. EACH JOINT & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING/,1/2"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS W/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 2 4 "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS x ON TOP OF PANEL EDGES AND 12 O.C. FIELD BLOCKING, FASTEN WITH 2x4'T" ON TOP OF PANEL BLOCKIN(, SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 2x6 P.T. SILL 10dx3" @ 4" 0/C INSTALLED PER MANUF. NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM BLOCKING, IN TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" @ 48" O.C. "" „ EA. END TYP. TOP & BLOCKING FASTEN WITH 5/8 x 10 J BOLT @ 48 O.C. WEEP SCREED SDS SCREWS TO TRUSS & (4)1/4"x3" MOISTURE BARRIER BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SIMPSON SP2 w/ 1 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT V-0" INSTALLED PER MANUF. 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. (2)1Od NAILS AT EACH STUD 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 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" 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) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. REFER TO DETAIL J � SEE STRUCTURAL--,,,,OUTLOOKER ON SHEET S5 FOR AND NAILINGCHORD X-BRACING, AND TOP INOTES SCHEDULE FOR BLOCKING io °°SHEATHING DETAIL INFORMATION A 2"x4" CROSS BRACE 24" WOOD TRUSSES cc 0o APPROX. 8" FROM RIDGE FASTENED AT " 2x4 RAT RUN BRACING 1 1 2^ " EACH JOINT W/ (2) • • AT 24" O.C. ON TOP OF 10d & (2)10d TOE -- "- BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 40� 2x4 PANEL BLOCKING -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS SIMPSON HGAM10KTA 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 41/2") OR TRUSSES FROM EA. W/ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C w/ (2)16d (4)1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 1/4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4'T' ON TOP OF PANEL_/ T 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT 11NIMUM 2x :ROSS BRACING SEE PLAN FOR 10dx3" 0/C OCATIONS) 2'x4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� 12 6.9 1 MAX./ SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S'S "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 •.°• ° •°II • - . . •II � �` 'II°.' a • JI� \• y � . II ° -_ • � • - •u • • . °. �I ° °° -II.•" �° 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. PRE-ENGINEERE WOOD TRUSSES S5 SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT '\- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)10d 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 MASONRY WALL 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C. TYPICAL J�fl GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48". O/CrT5T--< i GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACEK 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I IIIP, I� ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATtO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. 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" 010" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2111x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS GABLE ,END YBRACING DETAIL SCALE:3/4"=1'-V 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. y�A LU 0 C7 d S ✓ L 9CI� CORNERJACK Y V � w z X 0 , HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-O" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION I Oi�r ��0� �' SF ` 1 nV••CV� 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. �CS 8 �t N 0 N Qi W) N J Y ik a0 J # LL W a LL _j W !A a z 9LLLL a Z I�cY.,m t a °' 0 �y� mm m W 2rnrn d o a Go C y Z N c7Q U� 5 Z 0 11 ❑❑❑ W 0 � z z Z H a � N z (D -8 C1 •V — LL W 0 8 �N c co co N CD Cl) Z o wg K E as zQ E U - oo Sz Z o E N io z � :3 f0 C y� m2 ° Zz z J fti ° 3b d OU a Flo, NW W g ° 01 0 �N 0 = L J W m m M CN Q_ m CD �� N V ■}�� r 70 ■� cv o = N O) r M rEa j O M N o ? ECo E FL U JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. S5 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION ♦ DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT —J— TO PRODUCT CONN. PROPER INSTALLATION MAX, $ DO NOT DO THIS z"x BOT. PLATE W/ (2)10d @ 6" o.c. APPROVAL FOR APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` (TYP,) ' #5 REBARAND 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING ROWS 3/16" x 3-1/4" LONG X 3/16" 0 FURRING TAPCONS n #5 REBAR (TYP) NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED T O.C.& TAPCON. INTO STAGGERED @ 16" TAPCON @ 16 .C. & 4 2X8 ElX8 ' BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. 1 DETAIL 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 1Od PER MANUFACTURE MASONRY THROUGH „ 1 x8 w/ 2 ROWS 8d NALS 1� 1-1 /2 DETAIL () 3 DETAIL D. 90° HOOK (TYP.) STD. 90^ @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONK. 1x4 EACH END W/ MIN TO PRODUCT LAP SHEATHING TO DOOR JAMB (REFER DGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF BAND D TO PRODUCT x 3-1/2" TAPCON @ 16" 1x4 JOIST TYPICAL (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING APPROVAL FOR CO)k2pn TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ NOTC FIRST COURSE ' +2n iL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2"SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8�_ ` INTO BAND JOIST & (4)1/4'W 3/4" TITEN INTO 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL NOTCH WEB AT ±5" FIRST 2 COURSES E ` K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4"MIN. =1610 # FOR 2 STRAPS FILL I t 4 COURT ES EMBEDMENT INTO BLK.) 1/4 MAX " 2'-0" 8" SOLID r 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING — SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE! BLKG. INSIDE TO ALLOW FOR INSULATION °. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DI7GONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' ' � ' ;« ' '' �• .'!' SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS ... OVERRAN ` BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL .•.; . .. 4 CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. • 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4)1 Od NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN ° RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%' WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)1Od NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. UE SIMPSON 1/2 HD TITEN (CENTERED) w/ k0 VFRygH TO TRUSS TOP CHORD MIN. 41) EMBEDMENT AT 16" 0 C + Gl rr r 1-O 5 -Orr SCALE: N.T.S. SS 12 + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE � + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED >• p p EMBEDMENT INTO /4" MAX ) " n PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT • •' ' ::•' •' D ► • 4: BAR i p 2.0 g BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i + + e [:::#5 p �On ' .. e • . •. . CENTERED W/ •► IN TOP BLKG. & BUCK 2X6 TO 2X4 H (10) 2X4 SYP• p • - ' ' ' , o 1 X 4 FURRING NAILS EACH TRUSS _ KNOCKOUT/ c14 p :� ' CHAIR BLOCK —� 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) • CONNECTOR ' _ — p MONO FOOTING ' "• PROVIDE 2 x 8 DIAG. BRACE B , SIZE AND REINF. PER PLAN I — TAPCON AT EA. SIDE VERT. BRACES WHEN HGT. OF BUCK - (1) WITHIN 4 " 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -I • CLEAN FILL .► °. > 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION ARCH () #2 SYP @ 24" O.C. tENTER SO IT DIRT a z TO BE INSTALLED BUILT UP PLWD. BUCK- 10 4'-0" MAX P PRECAST LINTEL ° STANDARD °•'. q 90 HOOK iv SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'/V WOOD FOR OVER HANG FILLED CELL - ��. ��� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , _ � .• , - �" � • , : • �� BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. A STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ENTRY rL SECTION @ROOF EXTENSION REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS n— � n SCALE: 3/4 -1-0 SS n , a SCALE: 3/4 -1-0 SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D)SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON H174 w/ (18)1Od 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 "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5 BARS ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) OCCURS T IN. 3"CONT TOP WITH MIN. 3" XIE EPDXIED w/ SIMPSON "SET' EPDXIED 0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g�_0" EPDXY MIN. 6" EMBEDMENT & N SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ;' p v a A REINFORCING AS FOLLOWS: a • PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT p o g g • PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ � p p U z #5x6' EMBEDDED INTO � � EXISTING FOOTING (2) #5x6 tN CONC. • � COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — a U) rn FILLED CELL SMOOTH. DO NO FURROW. ° p .° . \ N ��x5�� DRILL 3/4 MIN. HOLE _ F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT — GRADE p. p � SET BAR IN EPDXY .., FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP .. .p °� ` . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N p Cl)_ REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g • p TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 10 4" SAW CUT SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ p (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN.or COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. = SCALE: 3/4"1-0� SCALE: 3/4„= -1-0 „ FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. tii va 0\ ti6 0 y <`g �G �O J ti F 0 A/? O F E S S\ 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 - Residentiai 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W aO o ci O Y �C 00LL 3 u7 J _j W M Q 04 LL G. yMM u- W N LL lL a (p r'L a J�V 0z�o Z W m O 02 mi¢ Z LLIL -, N Z lY O y N ch Q U j W�U ❑❑❑ Z N Z z N � - N z .' U s (13 W � 0 S V) �N c = ~ ' U g W v • o M J q w Z J W 0 o f Q ctr E a 0 W � �° = z0 oW Z H r0� o EZ N o� �0 o� oa 0z a� ,•�,. L � p W m� � c co N oZ z Z J w m fvW o �U W IL U 8 a N W = rk Wj O 5U at .0N 3: ` W 0 .' c_ca M CN Q � o � O CL OD � r 'Q CU C = .� N N r Li) M M M CV I �I a Z Z E c a 0 _j ¢ o JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: FRAMED RIDGE MAY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONBE Y. NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB—'_ 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 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 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. "----L WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL �7 SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2)12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO gk SEE PLAN FOR PLATE BELOW TOP OF WALL ; e MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE a 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS ;IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN F COLUMN SIZE & BA CONNECTION INFO (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 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x21/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT / SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS 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 — `— FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER rt CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4■. (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 SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL s SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL (INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/W T L 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. LOW ROOF TRUSS W/—� Z- (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ 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 PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS `1�'.X\ ` P,fG.\ASE.. Q �C O w U : �O z F LO OFESS\0 `\ '"WI To the best of the Engineer's lamledge, information and belief, the structural plans and specifications contained Othin these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 N O �p cp O I 8 � c°Pi i■ 0 � N C# A LL p -.I -r*kw �i aj C-4 M W rn cLLLL aww = -.6- faz � r o4 omo N� m W A�s �o^,rn W d prn N M Q J Um O v ❑❑❑ W z Ng M Z Q z a z N 0 LL �� L LU U o O"' N N c c W J i o Q cd �� a z EE cv o N o XU �yqz < 2 �o 0U z g W m �� mo coY _ C = 0 �o >�Z z fn J c �� xw � ° W U � 1Q �g & LL mw W �- o �z ` �5 >2 �yw 2�< aF U .E N J B W ./ M v Q C C) T— so cc o 0) qqT CO O I ,— �- M r- C,) ' o Z z 0 E ui U c a JOB NO: 20-8080 SCALE: AS NOTED SHEET NO. D1 r FOLD UP WEATHER RESISTIVE BARRIER 8 WEATHER RESISTIVE FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER WINDOW UNIT WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER WOOD FRAME CONSTR. O 6 cm: 30.5 cm include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is TAPE EXTERIOR SELF -ADHERED FLASHING3 ADHESIVE BEAD OF APPLIED (0.6 ) intended to resist liquid water that has penetrated behind the exterior covering from further intruding Into the exterior wall assembly. An a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING q p g g y• OVER RIM JOIST AND UP THRESHOLD OF DOOR AND exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish rnssEN"LEOWNOOW) NAIL BRAND OR EQUAL WEATHER p 9 9 g z PROOF CAULKING CEMT. FIN. systems, architectural trim and embellishments such as cornices, soffits, and fascias. WEATHER RESISITIVE SELF -ADHERED FLASHING BUILDING PAPER s BARRIER SEAL TOPS OF JOISTS WIRE LATH UNDER DECKING 1 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 (SEE DETAIL WP07) SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied SELF -ADHERED FLASHING horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and HEAD FLASHING TIE-IN INSTRUXl 1. Cut, fold up &tempore rily secure re weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under q pp g AND WATERPROOFING METHODS TO weather resistive barrier 71 1 include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual BE USED. 3. Fold weather resistive barrier back over head 2 2 O layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance flashing and seal with tape with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' MASONRY WINDOW BUCK--',' t JOINT ;; 5) SEALANT FROM INSIDE EDGEOF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -) DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as f ## in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING M rv�o�nvv � v�J1111YV /_` SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTF FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN sLOPE_--- 1'-d" PFR PI AN SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER z a cr W 0. C0 co LU U W Cr it O U) INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 :LF-ADHERED FLASHING XCH HERED FLASHING 1 2 4 5 •`-re PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater SELF -ADHERED FLASHING than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall THROUGH SELF -ADHERED ASPHALT ADHESIVE cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING SELF -ADHERED FLASHING AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall RELEASE SE ESIVE AS SHOWN) finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings a SELF -ADHERED FLASHING INSIDE CORNER � Ground 7 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 NATU DO NI DRIP ACCE SOFFIT/CANTILEVER shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be 2 sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 7 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. • 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in Qutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance 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 situ. caulk for all 0 o N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 3 E g g N t0 9 4C r- - % J. W a tom 32 �M u - a aW" t9 13 t�U. U. iL _fir a zo Z Ta c: °' t m$ ?. N 06 t- 0: m m0 J LL Z Z;to y 04 Cl)Z (a,) o Z W QD M z N co z E z � Q � E3 N1 - N Z � L l T CA LL 0 Lu c Lu L 9 in ffi ccc o _J o 03 Eo O I-- 6 U oa Do g% Z N L_ az iz W � rp (nc c z YZ gg m2 o fr }Z Z J 3 sZ W �- 3 3fl $� LL u a Z �G o �'o CD v $li a x c°r 3 J �N > 1. a)T 6 tM m CM a 0 m U CO Z) T ' f0 0 _ � - (V r- TCNT M E N ' M y z Z E 0 In c a. U Q p JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. W P vcm. NE Mounting SwItaets (10 Gaugel 4-1/2'x41/2` x Z-12" oIT do Sit Aerator Schedule Botts 1 tTOda. A325 Gall►. � 0 o� 10-5}'gA Washers SelRmking.Nut$ Back Cross Support ' (May tore cut tow) Right Ofadwt (16 Gauge) 14 Self -Drilling Screws A/C Unit Bottom Edge -'--Hurtcane Snap (Typlaf 3 In front) Front Cross Support (May be cut to W) Leh Bracket [16 Gov age) r 14 Self-Drlling Screws Thru Bracken a Back Cross Support Into A/C Untt Smom Side 3 each side for hurricane use (Typical:) 61�NSTAIIATIIDN INFORMATION Florida Department of Business & Professional Regulation Pape 1 of2 Building Codes and Standards 0261201e Product Approval Application Detail Qft D91tv or Prat! idtta Data Pendino 291 MW version Manufacturw contact Endnew& ucense Valldetad av Y 4 tided FBC Awroval AD0110yed�11eti Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Borden P.E. 10/122017 10M OM17 10/172017 12/122017 Approved category: Rooting (352) 49"778 PE- 75519 (334) 30D-1800 subcategory: Motel Rooting infoagutfccastsuppy.com cun"ancs Method: Evaluation Repot from a Florida Registered Architect or a Licensed Florida Professional Engineer _ - �g Product Model. Numtrar or Nana Product Description Expiration Date Apwoved for use Approved In MVKZ outside for use waa krmnd Resistant Mom pressure 1 0.0326qud; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/N over 15A28.quoC Plywood -108.5PSF 2 0.0328qud; Aluminum Gulf Lok Mn 0.0328,¢ud; Aluminum Gulf Lok 16&qud; Wide 04/122024 No Yes N/A +N/N Roof Panel over 15732&quo; Plywood -116.OPSF 3 1&quok 24ga. Gulf Snap 1&quo; GulfSnap 24 Ga. 17&quo; wide Roof Panel 04/122024 Yes Yes NIA +N/Ah131.0PS over 15A2&gixk; Plywood 4 1squak 249s. VersoLoc 1&quo; VeseLoc 249a 16.5&quo; Wide Roof Panel 04/122024 Yes Yes N/A -NIA/ over 15A2&quot; Plywood -138.5PSF 5 1&quot Vesaloc .0328qud; Aluminum 1&qud; Vers"Loc min .032&qud; Aluminum over 04/1212024 Yes Yes NIA +NAM 1 U328,qud; Plywood -101.OPSF 6 1.5&quok 249a. Gulf Snap 1 S&quo; Gulf Snap 249a. 168,quot; Wide Rod 04/122024 Yes Yes N/A +N/N Panel over 15A2&goat; Plywood -116APSF 7 1.5&quota 24gs. VerseLoc 1.5&qud; VersaLcc min 24ga. 168,qud; hide Rod 04/122024 Yes Yes N/A +NIA/ Panel o✓er 15412&quo; Plywood -123.5PSF 8 2&quo; 24gs. Megal-oc Mn 24 Ga. 2&qud: Megel-oe 18&quo; wide Rod 04/122024 No Yes N/A +NW Panel over 15A2&.qud; Plywood -108.5P8F 9 24 Ga. Gulf Lek Man 24 Go. Gulf Lek 18&quet, Wide over 15A2&quot; 04/122024 No Yes N/A +N/N•96.7PSF Plywood 10 24 Go. Gulf Seem Min 24 Ga. Gulf Seem 168quot Vide Roof Panel 04/122024 No Yes N/A +N/A-93.5PSF over 10 Wood Puffins over 15132&quot Plywood 11 24 Gov. Gulf Seam Min 24 Ga. Gulf Seam, 1 3l4&quo; Snap Lode, 04/122024 No Yes N/A +N/N itftcl; Wide Rod Panel over 15132&qud; Plywood -108.5P8F 12 26 Ca. 5V Cramp Win 26 Ga. 5V Crimp Rod Panel over 154128,qud: 04/122024 Yes Yes NIA +MIN Plywood .156.5PSF 13 28 Go. 5V CrMp Mn 26 Ge. 5V Crimp over I &328quot; Plywood 04H N2024 No Yes N/A +N/N-131.P8F 14 26 Gov, 5V Crknp Mtn 26 Ga. 5V Crimp Rod Panel over 1x4 Wood 041122024 No Yes N/A +N/N Purrns aver 15A2&Qrd; Plywood -156.5PSF 15 28 Gov. Gulf Lek Min 26 Ga. Gulf Lok 16&quot: Wide Rod F'a1el over 04/122024 Yes Yes N/A +N/N 15A2&quo; Plywood -161.0PSF 16 26 Go. Gulf Lok Min 26 Gs. Gulf Lok 1 Uqu ot: Wide Rod Panel over 041122024 No Yes N/A +NML63.5PSF 1 U32&qud; P9ywood 17 26 Ga. GuIIPBR Min 26 Ga. Gulf PBR Rod Panel over 15A2&quo; 04/122024 No Yes N/A +N/N Plywood -154.7PSF Florida Department of Business & Professional Regulation Paga2d2 Building Codes and Standards 3011=9 Product Approval Application Detail AMA Quality S Gm Asoadviscio a�fa A00FUMd jgUM, Aououedfur [alma l�imRQ Uw 1021d aMlmtit Dealer! B9itiaat 16 26 Ga. Guffm Min 25 Ga. GWPBR Rod Panel over 1 rt4lNood 0411=024 Yes Yes NIA +NMI Pains der 1513211,qui* PVwood -151.7psF 1s 26 On. GuI1P8R Mn 26 Go. Gu1PBR over 1532&quak Plywood 04/12PIM Yes Yes NIA +NMI -154.7PSF 21D 26 Ga. GIIIP8R Go. GLAIPBR am 1x4 Wood Purges over 04A22024 No Yes NIA 15A26 Plywood 15� P8P 21 25 Ga. G M Min 25 On. QW111a over 1Ix4 Woad Perlin over 04M22D24 No Yes NM 15A2&qud; Plywood 161.2PSF 22 26 On. GuNM Min 26 Gov. Gu IlRb over 153249aot; Plywood 04R22024 No Yes NIA +NMI -159.2PSF 23 26 Celt. GrIIRb Min 26 Ga. t&NR6 over 1532 &4bk Plywood 0Y122024 Yes Yes NM NMJ -159.2F'8F 24 26 Ga. GuMilb Go. QXR111i over Wood Panama der 04M22024 Yes Yes NIA 1min �26 Plywood1x4 164.2138F 25 29 Gs. Gu6RD Mine tx4 Wood Psalms over 04M22024 No Yes NM 723.3PSF 25 20 On. GuffM Min 29 Ga. GLMRib over 1532&gsak Plywood 0022024 No Yes NM +NMI -146.0PSF 21 29 Ga. Gug1ND Min 29 Gs. GLMRib over Us Wood Raga over O4M22M No Yes NM +NMI 7H6&usect 0.8.8. -101.01PSF 25 29 Ga. GuMb Min 29 Ga. GLMRib over 7R89quat; 0.8AL 04M22024 No Yes NM +NMI -116.0PSF avmdLgu Code va sioc 2017 FLR 11651 Appftd" Type: ALL Product ManesilM: ALL cisgary: ALL aubategwyr. ALL Application stirs: ALL Cwepelamoe Metiuout ALL Quality tty Assurance ce EMV covered DALL Product Model, skara r at Monrc ALL Rodud Description: ALL Approved foruse In HYHZ: ALL Approved for nee adalde NVNZ: ALL BrePad Rashbot. ALL Osslpl Rassus: ALL Date Fran: ALL Dab T ALL Enlity or 20 20 Data Pand rig 20 Zti ymmiau mougaram V"Ildlu d Rv l Ogamlad X" Revision 2017 Small Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08/17/2018 06M72018 0823/2018 10/082018 Approved category: Structural Components (877) "1-8368 PE-73778 (334) 30(-1800 SubCategory: Products Introduced as a Result of inloQsmertventeam New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer #R "' - 11221 Ousallity Assurance Aooroved for Use Approved for Use Imgtiit AN&A {tiy P1titiiYa 1 SnartVent Model #1540-510 Dual Function Flood end Ventilation Vent 12A12020 Yes Yes NIA +100%100 2 6YnartVent Model #1 SW511 Dual Function Flood end Ventilation Vent 12A12020 Yes Yes NIA +100F100 3 SmartVent Model #1540520 Insulated Flood Vent 12/3112020 Yes Yes NIA +100/-100 4 SmertVant Model #1540.521 Insulated Flood Vent 12/312020 Yes Yon NM +1001-100 5 SnartVent Model 0111540-524 16&qud; Garage Door Flood Vent 12 312020 Yes Yes NIA WA 6 SmartVant Model #1540.570 Wood Wall Insulated Flood Vent 12A12020 Yes Yes NM +100/-100 7 SmartVent Model #1540.574 14.5&quo; Garage Doer Flood Vent 121312020 Yes Yes NIA WA A?_._ - - - ESR-3455_--- 12/31/2020 A23 FL10446.2 ESR-2906 12131/202D HD210-2 .-._.__._..._FL17244.1 FL17232.3 - -- ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 12131/202D HD212-2 FL17232.3 ESR-3445 12131/2020 HU212-2 FL1 0856.4 ESR-2549 12/31/2020 H0216 FL17232.3 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/202D _ _ HD216-3 . _ _..___........_ .-_._._._-.._ FL17232.3 .._....-___...._..___._._....._......__...__ESR-3445.__.___........_..._._.._.._.._.._.._.._ ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU28 FL10856.3 ESR-2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12%3172020 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 HW10 .__...._._. FL17232.4 --_....._....___._.._.-- ESR-3445 ---- 12/31/2020 HU610 FL10856.10 ESR-2549 12131/2020 HDO410 FL17241.7 ESR-3444 12/31/2020 HUCQ410 FL11468.11 SIM200804 12131/2020 HGA10 FL17699.1 . - - HGAM10 FL17699.1 Evaluation R 12/31/2020 HGAMi0KT FL11470.4 SiM200803 12131/2020 HHCP2 FL17236-7 ESR-3448 12/31/2020 HCP2 FL10447-2 ESR-2551 12/31/2020 -'--yHTA18 - --FL176808 _4 -- _ ---uEvaluation R at .-_________.. 12/31/2020 HETA16 FL11473-5 SIM20D802 12/31/2020 HTA20-18 --- �HTT16 - Y - FL17680A - ._._.__._..__._. Evaluation Ramat 12131/2020 HETA20 FL11473.5 SIM200802 12/31/2020 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 12/31/2020 HTT45 _.......-----....._.. _ ._. _..._. FL17324.2 ..................._.............__......_.._.__._._..............................._....._._........._....._._.-. .Evaluation Report .......__._..... 12/31/2020 HTT22 FL11496.1 ES-0130 12131/2020 HTW16 FL17244.8 ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2813 12131/2020 _.__.....___...___.____....._._....._...._....._.._....._._.._.__ HTW20 ................._............._ FL17244.8 .....____._....._..._..._..__..._..........._......._._...._..__.___._..____................_....._......__..__.__ ESR-3455 _.__.___._...._. 12/3112020 HTS20 FL10456.23 ESR-2613 121311202D .....___..__..._.._..FL17244.8 __- _ ESR-3455 12131/2020 HTS24 FL10456.24 ESR2613 12131/202D -.--_-..�� -- _.._........_..__ FL17244.8 -----..--'---- ESR-3455 -� `- 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/20120 _.._..___..__HTWM16 - _._._.....HTWM20 FL6223-2 _ ---__._FL6223-2 Evaluation F!RW 12/31/2020 HTSM16 FL11473-11 SIM200802 12/31/2020 Evaluation Report 12/31/2020 HTSM20 FL11473-11 SIM200802 12131/2020 _.._.._.........._HUGT2 FL6223.3 Evaluation Report _ _ -12/31/2020 HGT2 FL10456.18 ESR-2813 12/31/2020- HUGT3 FL6223.3 Evaluation R art 12/31/2020 HGT3 FL10456.19 ESR-2813 12/31/2020 HLIS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10656-R4 ESR-2549 12/31/2020 HUS212-2 FL17232.6 ESR-3445 12/31/202D HUS212-2 R-10858-11 ESR-2549 12/31/2020 HUS26_ FL17232.6_ ESR-3445 12/31/2020 HUS25 FL10856-11 ESR-2549 12/31/2020 - HUS28 -- FL17232.6---- _ ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12131/202U ___.._ _..._. JL24 --- -'--- TFL17232-7 - ' - ESR-3445-- -- - 12/31/2020 LU24 FL10655.103 ESR-2549 12/31/2U20 JL20 ................._ FL17232.7 _ ESR-3446 ..._...._...._.....__...._._. 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 JUS210-2 . _ ._._.-_. _._.__.___........_......._._.._.___.._._.__..__-_._.._._.__.._._ R-1723ZIl .__ ESR-3445 _.__..__.._... .._........ 12l3112020 WS210-2 FL10655.107 ESR-2549 _... _...__._.._.......... 12/31/2020 _.._.._-JUS24- - -- _ FL17232-10 ESR-3445 12/3112020 WS24 FL10655.109 ESR-2549 12/31/2020 _...... R-17232-11 1213112020 WS26 FL10655.111 ESR-2549 12/31/2020 _ JUS26-2 R-17232-11 _�--ESR-3445 ESR-3445 - - _ - 12/31/2020 LUS26-2 FL10655.112 ESR-2549 12131/2020 --_._ __ ______..._JJS28 __........__....---.._.-'---...-------__.._..._. FL1723211 _.._ _ ____ _ ._._-.-__._._._ __--'__-- ESR-3445 12131/2020 WS28 FL10655.113 ESR-2549 -__ 12131/202D JIJS46 FL1723211 ESR-3445 12131/2020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12131/2020 KST260 FL17244-15 ESR-3455 12/31/202D MST60 FL10&%-7 ESR-2105 12/31/2020 LSTA12 R-17244-18 ESR-3455 12131/2020 LSTA12 FL10652.4 ESR-2105 12131/202D - - LSTA15 - _._._.........__ FL17244-18 4 ESR-3455 - --- 12131/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244-18 ESR-3455 12/31/2020 LSTA18 FL10852-4 ESR-2105 12131/2020 LSTA24 _.......___...._FL17244.18 ESR-3455 -� 12/31/2020 LSTA24 FL10852.4 ESR-2105 12131/2020 LSTA30 FL17244A8 ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 12/31/2020 _._..__.._..._. _...._............__. ___ ___._._._ LSTA36 ._..._.....__......_..._.____._......____.__.._...._._._ FL17244.18 ......_._.-_....._.....__._.......__.___._._.__.___._.__.-__ _ _.._ ESR-3455 _...__..__.___._._. 12/31/202D LSTA36 FL10852.5 ESR-2105 12/31/2020 __...___....._.._...LTS19 _._._.__....__........FL17219.2_..__..._.____. __.._._ERA 12/31/2020- LTT19 FL11496.3 ER-1 12/31/2020 - LTS20B _.._..__....._ _._...___._-._......__.._........._..-..__..._._....._.._.._._.._. FL172192 _ _ _._.__.._.._..__ __..__. ER-O200 1213112020 LTT20B FL11496.3 ER-130 . _ __. 12131/2020 _ -LTn31 - - --FL17219.2 - - _-- ER-M 12/3112020 LTT131 FL11496.3 ER-130 12/31/2020 LIW12 -- �FL17244.8 - -- - -�� ESR-M55 - - 12131/202D LTS12 FL10456.29 ESR-2613 12/31/2020 WGT2-- FL17240.2 _ ESR-3447 --- 12/3112020 LGT2 FL11470.7 SIM200803 12131/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2806 12131/2020 MP34-___._._............_._. FL1724423 ESR-3455 12/31/2020 A34 FL10446.3 ESR-2606 12131/2020 MP4F FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 12131/202D MPS --' -'---- FL17244.22 _.._.. ..._ - ESR-3455 --- --- 12/31/2020 LS50 FL10446.16 ESR-26D6 12131/2020 MP_H3516 FL17240.3 ES_R-3447 12/31/202D WM1416 FL10667.86 ESR-2615 12/31/2020 --- MSTA12 _ FL17244.18 �_-- ESR-3455 --- 12131/202D MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12131/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18'_..._...._.._ FL17244.18 ESR-3455 12131/2020 MSTA18 FL10852.9 ESR-2105 12131/2020 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 12/31/2020i3 _._.MSTC4U _....__._. -._-.. FL17244.2'_._...._..__..__. ___........_._....._..____._...._ESR-3456 __. -- -_ 12131/202D MSTC40 FL10852.11 ESR-2105 12131/2020 MSTC52 FL17244.28 ESR-3455--._- 12/31/2020 MSTC52 FL10852.11 ESR-2105 12131/2020 ��-MTW12 - FL17244.8 - --'--- ESR-3455 12/31/202D MTS12 FL10456.33 ESR-2613 12/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2513 12/31/2020 _.._..-...__..MTW1$ __..__.__ -.-••-•-.-•.- FL17244.8 ESR-3455 12131120120 MTS18 FL10456.35 ESR-2513 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/202_0 MTS20 FL10456.36 ESR-2813 12/31/2020 ---MUGT15 T FL17240.5 ESR-3447 -12131/202D MGT FL11470.9 SIM200803 12/31/2020 _ _NFM35X12 --_ FL57&2 Evaluation F;!! rt 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL57&3 Eviluuation 12/31/2020 MBHA3.58/16 FL13904.6 ESR-2816 12/31/202D PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12131/202D -- PAU68- FL17239.13 -- -- ^! - ESR-3449 ___.._.._..._..____.. _ 12/31/2020 GLTV3.516 FL10667-8 ESR-2615 12%3112020 PHD2A FL17219.3 ER-0200 12/31/2020 FGTR FL11473.2 SIM2008M 12/3112020 ____....._..-..-.._._....._ ._._-_--'--..__...__.._....._.__...._.._....._ PHXJ3516 RFUS ....._.-_.....__._..._...._._,....___._........... _..._........... FL17241.20 FL6223.5 __._.._.._..._._.._....._....._.__......._..-...._...-._..__..._._......._._.......__.._.__._.._..._ _ _ -ESR 3444 - _ _ - Evaluation Report 12/31/202D 12/31/2020 CS16 H1 FL10852.1 FL10456.5 ESR-2105 ESR-2513 12/31/2020 12/31I2020 ._.-__.._..__ -_..____. _. _._. _._.... _.___._._. RS150 _____....._..._.._..._.-___ . __ -....__- FL17244.27 _-.._.____....._..__._.__....._._..._.._...._.______.._....._..-.._._._....._._____._ ESR-3455 _........_....._.._.-__. 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2D20 RTi5 FL17236.3 ___._.._.....__....._._ _ESR_ 12131/202D H10-2 FL10456.7 ESR-2313 12/31/2020 RT162-------.... - FL77236.2 -- __-_ --ESR3448- _._.__.__._ ___- 12/31/2020 H10A FL10456.6 ESR-2613 12131/2020 - RT16A - - FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12131/202D RT3A FL17236.3 ESR-3448 12/3112020 H4 FL10456.14 ESR-2613 12/31/2020 -_ _._..__RT4 _._......__....__ .______ FL17236.3......................._........_..........._...._............._......._....._._.. ESR-3448 _._....__.._........._ 12/3112020 H5 R-10456.15 ESR-2613 12/31/2020 RT5 FL1723_8.3 ESR-3448 12131/2020 H25 FL10456.11 ESR-2513 12131/2020 -- -- R17 -' - ---FL17236.3..._......._._..__......._._...__.__.__._...._._._. ESR-3448 12/31/202D H25A FL10456.12 ESR-2613 12131/2020- RT7A FL17236.3 ESR-3448 12/31/20120 H8 FL11470.3 SIM200803 12/31/2020 RTBA -- _. _ _- FL17236.3 ._ -._ _._.__. __._. ESR-3448 12131/20120 SP1 FL10456.41 ESR-2613 12/3112020 S_PT22 FL17244.30 ESR-3455 12131/2020 SP2 FL10456.42 ESR-2813 12/31/2020 ___..._......-SPT24_.._..._.._.____........__._..._..-FL17244.31 __......... ........... .... _..... _ .._... _...... __........ ..... ESR-3455 - -' -- 12131/2020 SP4 FL10456.43 ESR-2513 12131/202D _......._..._...._..._.............._.__..._...._..._... SPT4 ......__.. _ . FL17244.32 ................................. _.._._.__.._...._......_.._....._.... ESR-3455 .................... 12/31/2020 SP6 FL10456.44 ESR-2613 12131/2020 SPT6 FL17244.32- ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2513 12I3112020 __-FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2513 12/31/2020 SPTFW -- --FL17244.32 - -----............... ---'----- ESR-3455 12/3112020 SPHB FL10456.47 ESR-2613 - '--- -' 12/31/2020 - -8PTH6 �- FL17244.32 ESR-3455 12/31/2020 SPH8 FL10458.48 ESR-2613 1213112020 SPTH8 FL17244.32 ESR-3455 12/3l/2020 U24 FL10655.141 ESR-2549 IX31/2020 __-.._...._.........SUH24 FL1723Z 13 ESR3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232-16 ESR-3445 12/31/202D HHUS410 FL10655-4 ESR-2549 12131/2020 _..__._...._....._.........__.._.......:..._._._...._.___ THD28.2 _..._.._...---..____..�..._._...._...._............_. _. FL1723218 .......... ............. _...---.._..__._.---....._..._..._.._...._._....------'- - ESR-3445 -....__.._-.....__........_ 12/31120120 HGUS5.25/12 FL11468.11 SiM200804 12/331/2020 THD410 FL17232-16- 12/31/2020 HGUS414 FL11468.10 SiM200804 12/31/2020 -- THD412 -- -..__._ FL17232-16 --ESR-3445 _ ESR-3445 12/31/2020 HDQ8-SDS3 FL10441-1 ESR-2330 1213112112iD THD612 FL1723216 ESR-3445 12/311202D MSTAM24 FL11473.19 SIM2008M 12/31/2020 - THDH414 - - FL1723217 - -- -- ESR-3446 12/31/2020 MST,MA36 FL11473.19 SIM20M 12/31/2020 _.._.._..._.....____.....______......_._.._ ..._.._..__......_ _..__............ _...____._._._.__..._.....___-___._.__..._..__._ Evaluation Report MSTCM40 FL11473.19 SIM200802 12131/2D20 __UGTS3F _._.__.__._._... UPHD8 __.__-.._.-_....._FL2033..1 FL17219.5 -___..___._.._.__....._....._..._._.-ER-0200 _12/31/2020 12131/2020 HHETA20 FL11473.9 SIM200802 12131/202D - - LGT3SDS2.5 FL11470.7 SIM200803 12/31/2020 _.___...... -....._...._......................... _. - _.._-_.-...__�.__........_............_..._._. - ._._.._..._._....__...__...__..__._..__.._-..__..__...__...__._ - LGUM26-2 FL11473.12 SIM200802 12131/2020 July 8, 2020 PRODUCT APPROVAL SPECIFICATION SHEET (2018) As required by Florida Statute 553.842 and Florida Administrative Cods 9B-72, please provide the Information and approval numbers on the building components listed bellow if they will be utilized on the construction project for which you are applying for a CategorVftubcategory Manufacturer Product Description Approvai Nu Test Pressures Exp. Date 1. EXTB iiOR DOORS A. SWINGING ThermaTMu Firber-Classic and Smooth-Star(NON-IMPACT) FL20461.1 +67,0/47.0 psf 12/31/2021 ThennaMu Firber-Ciresic and SmoottrSter(NON-IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth-Star(NON-IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThennaTru Firber-Classic and Smooth-Star(NON-IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FLI5225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTtu FiberClassic, Smoothstar, ClassicCralt, 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 SECTIONAL C. SECTI CI Builds Products Residential WlndCode Doors W 5 8X7 F 15 L 9.3 2T 7 + 30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WlndCode 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 WlndCode Doors W6 16X7 FL15279.102 +37.0141.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 WA see inst sit 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-5&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 552D FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Buiidi Prod. Cam lank La Sidin and hlatdlePlank La Sldl FL131921 - FL13192.2 A. SIDING NIA 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 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Undela ent FL12328.6 WA 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Of Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA4 Exahust Vent FL172021 N/A 7/10/2021 E. ROOFING 11LES Barak Tile Villa 900 FL7849.27 - FL7849.28 N/A 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 Gul Lok 16" wide rod panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Stone Panels FL15076.1 - FL15076.2 WA 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Me see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 WA 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21=22 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be avreiiable to the Inspector on the jobsite, 1) copy of the product approval, 2) - v- APPLICANT SIGNATURE DATE -6-0 N (D L U) �0 j O U �Qoo .� CU -a N CL rn 'a CU M Cn O C 2 !C C O N O O O CCi U- �p > O l--0 CU 'O aCn< +U !� Q Z �J n CU O ILA CL 'W'^ V, co m ^Q F- L- CU LU C Z J Z Q J a - SHEET NO. PA 150 N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe I of e 12)12201e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail POP 3of 8 1211vm16 Florida 06Pewlt Yrof Dominion & Profaalarl Rletion ep Suit" Coda and Stanldalda Product ApprovalAppfeatl6nD@W ►ar+d, tame Florid Dapefhrwd d Blrailaa & PrMa odatM Repletion BuNdNfp Caries and 8tandarda Product ApprovalAppeaatlonDad& ►.P+ w, upmv � V > Q! 0 2 /Ld7♦ W Q O I.O.L }i �/♦. Vn V ^O Q C •O y,w O LL 7� C IL y O ��ile kC, V VJ Tt E Al • — V v+ }s �= 5 ICU O 0...i lma Entft, or pate pail pate loam 2Me IaMention ratach[pWffi BOabaMAeem.el aem621 $MW RSNNlon 2011 TMrneil Cwpotow Pod(VItIgM Lyndon F. Sdrlld. PE, RYw J.0V,PE. I(IM017 07/1N2017 101182011T 12/122m7 Approved CY.axY: Eldsdw Doors (419)29&1740 PE43409 (613)76745M sutCYpery: ihMtaM➢ExNMw Door AsesmbMe Iftio" yrMdgmmllrll us. Centel.. Method: EveMarwn Repot Rome com F1w1ds Rpldared AmhBed wr a Lkenad FIM« Proreaaww Enerew fl.mA«1Jf.Produm ONOWA—has Ae.ro••d nor ee Us, Arowd for Use Innomet pppmp as Protluet YedY. NumbxmNon• p gpgpg 9grlpp.1211b, Ill p1lYW11:11M Raw= EMe 1 a Thermo -TN Fier-CM10c and Smooth-Str Nomi 6&139;8 6quwNwHmpadtgwt: Op"- 121311= No Ya No WA Composts Edge F1ber(Pwst Style Door OmMnD'Oldne Xcaftwatcn) pr Dole p Imy",et ( posed C-naln•xillweu. VYIdY•d Br y6gy�y jy�pq gygy( RSVWW 2017 Thorn ft Corporation Pods weld Lyndon F. Schmid P.E. "J.KMg,PE. 12UM017 12MYM17 12.712017 02na me Approved CYporr Bdw rpows (419)2Wl740 PC--43409 (e13)7674666 Subcategory: Senalo9 Efdwlw Dew es rk AUMMlowGrobMationv wds. Comp0ertw Method: emkWon Roped from ■ cum Florida Reg doed Archfed or a Ucwasd Fords PnNwbnei Eno— F1a20w14t1ProWd. - -. _. - gyelityAggy(ggg AemowW tl for e Aoarsi for Use aan uesot g•Y All $Qdud MedN. Numbx orNen• n" 1, HVHZi Outfld•1N12 Radmppl le...(y, 1 a Thu mmi Faw-CMdc rd SmoemSter NaNnM 66R+9;g 6quotNon-Impad4arM; Oppw 12/ IMI No Yes No NM CwnpesN Faye FNwpbs Single Dow gnertrWfOds'oft X cwfgxeen) f� aw as 311111111111111111 m� 2 + loud" mod" arLANWO bmims own tablon 2017 TssfsTN Capa,dm Rkk V*OM Mwm bMAolwlo.& Ipsol Kka PA!12MM7 ob2lw7 1a/A7A/7 AOpeaW Ciampi BWlaf Deese (4/9) 2MI740 NNmaaasteM clines (613)7f7- a aaaCwepry: awiglp Bmrbr DwrAwwenbles Cow~ rtrN*CerreMlOn Mwker UMlp own oAdki� aeomoLwNe aeeeoLuft ft b� gi Lgo ft� aOWN= BWAMM lie + a &*Ntcb bosmquo: NM &ww400sdensscby 64add 44 Dj I W GM=d Fib DowSM 12a12021 No Y« No IW ThsfarTndpat ow alYltog aline... Marla ad Dabrli l go no AdLLode arm MOON MVAIM MOWN= 2 Ndmdma a a=hmmw AMEN m r RevYin =7 Tb"WTM Ctapaf. awmvii M@N"AmINP& as. lay, WRpm P.L 12a01A17 Oa217A17 1242=7 APPwwd nslyaslr 0 - Duels (410) 296.1740 YsapMwl lesles (913) 767•e66e swan wy: erbium Edrir DeerAeesatlles Canpeones WaMd:OYM«Ibn MwkwLk" am Q hilloLftft aa0looLkAm b� alft Aug I= Low him g� ft� 6 a ap0oCM,N0M•aYr6quet Md 6yn0CayndstMlkby U «0 6N appw snd aYsd FAwg4M DWwM 1T/312021 No Y« No NM Thar—Thifiq at W Maeg BMeeea Meade W OW^ft 6 f. Tlwmt Clalsk and Smooth-Ster Mal mpad 1 , NO Yes No NA Campawe Edge FberpWa BMpN Door � Onw&40f&WM: X 0ddlgwd-) 6 f. lMrmeTn Fier-Clmsk wq SmwttFStw NOMMd.Edge) "Von Single, Dow Opagw 121312021 No eta No WA Compoatle Edge FbaglMs 9kngM Dow 0nw&*O"A : X cmflov w) 9 I. Ther n i For-CMsYd and Smootht Slow Nonala 6UN;B SdNdNwNmpaet6quot: 0 ned 12/J,2020 No Yes No NIA Camp -No Edpe Faerplw Shpe Door pnl/NigA7lassAq; X wrdglwim) 9 I. Thwhir lu FEer-Clmsk W Smooth-Sa Nowl" Ua39;8 &gMNoMmpadagM; Owed 12131=1 No Ya No WA Cerlpsls Edge FOergbs Single Door pmtwrlg�wsesg; % co fq mm) 14 n. TMrmrTw Fier-Cbsec wild SmoodrSta Nw" S&i3911 ddpMNon-Impad&qud; Mued 12/JMM No Ya No WA Composts Edge Flbwgbss SygN Door Composts Edge FNetglwrs Skalo Door %e Af1axMOpu11vA19: mlpreaal) O i X Florida Department of Business & Professional Regulation P.t a 02 Fbdda Dep(rbry6nt of Busin ew & PraNa6brW Rapld.tloni Fees, vet Fdridw DepaPo7rM 0f Buaara & PlolaaalaW Regulation Pe«, w, Florka Dqm twd o(BuWi & Pr011aw" RagNilation Building Codes and Standards Im= Building Coda and Slarydrds ve0me Bul1dhV Cod= and Sdrldards Imam BWMM Coda a id Stanldarda taws Product Approval Application Detail Product Approval Appgoatlon DedN P rodualtAppyowl AppBon on Dedg ProdratApprotfM Appsaatlon DoW alldl xhmwme Agorailedfierillso Eettm4f U, Imaud palm 1SA1f1>!N! so got !� aadbaia Atilt l�AL got art BraL6ara an 6 fie! !fl Brt an YlBalar Eliot Product YmM.NurbermNam. CandledEmlratlonDid, In Hill OUWA.ItvNz )SQ2deland ) m1 mmde mmdmbi gam BOUEL Sleea i%lbm el rid� i1W aMAmmul as®rl We mt MM" ldrdorm go" !mouLtu ore Ndkblllt )frlwl lirldi HGAenal ttta mm Mice me rialo mmmbdm grwr •Ndr1:&LMM riaisala IMAM d� EWAooal aeeel lava , 2 3 SERIES 420ALUMINUM S0D SERIES 420 ALUMINUM SGO SERIES 420ALUMINIJM $OD REINFORCED SERIES 420 ALUMINUM SOD 0XO 121J1f= 145-Y41liquotx60squd:NON-REINFORCED SERIES 420 ALUMINUM SGD Ox XO, XX 12F312020 w3quatxe0 alNON-REINFORCED SERIESALUMINUM SOOREINFORCED0XO 12/312020 u}Y4&quotx9ill . No Yes No Yes No Yes No No No WA N/A WA ResYb =7 ClOMDAlaa RO&AeC&Mft �' ,- - Down &ACmbgry. SmftW BdwW D00rANW"n OaagdMre Nkomo Cmreltlm MwkorLW4 mwkv wbfewtl Modok TssayfelMMe NA OsryMMW (51m77aag62 tor.. (m2)6194M nwaelaMMOdePq+awn IIFAIa1T OInODM7 120&=? Appwad Reablen 2047 neum2mj2g6m CloPy M" NO&O C«pwry abaMfT ®Mulct DNws soommwy. aweeaw ammodw 0owAMwllbals eaNlPa«M Mtel Cm$kWm Mwkwtloap MMkYwMMMd eMMls. Tedw atlYloee NA Gary PRO" (e13)770a0e la. (f13)O794e16 aie+allilBdaPayAran lia m7 OWa=7 12On017 ApprnNd Reaiol.n 2017 Parboomm �/' bbdw Down CanpresYwel C4lMMIla1161Mk on Lhtlp DwrAW& INwm4DNdoo=-Cat MMMNO8&8=-VAL (M+)4e69/00 (1031"M 122om7 117ArA17 127JM7 APPIWM 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 12/812020 No Yes No N/A 7 SERIES 420ALUMINUM$Go REINFORCED X0, XX 9ssquolx«Squd; SERIES 420 ALUMINUM SOD REINFORCED XXX 12f3lo 0 Z&'gBudxgs3ad: No Yes No WA inl 3F 037 VON PA110,I1F7O7: SW 94.73. 78. IOM 19%79. YW, 41%9T. 4RW, star,&W. 2IMT, 48.42, 544Mk � )�ae� ebN Pot "It. 25VQ UmbCw pPb /P MIN) 06i2vm VANDO0DE M74;VOG 1p Dew aaaem&*Ltlt ammoldi[dm! � aN� lal� g� e� L� No Yes No •30 P$"-32 PSF mg 43 013 VLWIS PWI FIlM 9M 6r. T3, M la0a 190,4Rar, 4R$F. ONT, OW, 41L 42,e,4e,42k Oft 000, fdlAe �� ne aNM M 01al. 25 ga) Doom-ew firr to Im 06R12076 wk%)WOCCCMW?4.,Wg- vN Door acerb Am aaaesli l61� illy No im l� � Y« No )rat l� ea P6FNg POF aw 10 ow4m oApp W kene g�Jm L�� HI Oft0 MN Dow OW4=1 Aoossllawa hmmliLmn � Y« low New Y« Yoe lane Lem Na 428, ea, MM ODWV, OM, G MV, ARM AaaaV, GDWV, OW ORMV, Asa, MM EM EMV m6R maV Plarid. D"b wd of B mki & PnAnoiw l RepAndon Building Codas and Sl a iderdfl i e2a, d, IAGM Florida Department of Business & Professional Regulation Building Codes and Standards Pie 2 d3 /gyp Florida Depwbww t of Bur ime & Mdaw frl Repletion Building COdaa and BtalWw& soo d, tam,a RorldsDaporbrontolBudinoo&ProlyNReplabon Bu1dYp Coda and Sferydards wum�e Product Approval Applketlon Datrl Product Approval Application Debll Product Approval Applicallm Data Product Approval Apppwtlon DedN Cn 8 gel Nlat god no amilles Nei ]tea ride !`1�L rArer allbwLui 16NIUN& Him" Lie" H L&NEW hest" floe FAVNN 2017 CORRra DM NB o1AADO. kM Dodo Dew ULLL.0 Ted BMW%PE linaA17 lame=? +alO miT Approved CAaaorI awAdwo orb (art),amisa 4 041g M4707 nt CaaplM Edho*Cw«m6«Mokw UM4 so auk grl2Jr got gad OnEeena Art �a 3%" fd:e� 2� 3111111111111111 &� frlhoma hoond trio. mwwm =7 Clopsym -' PPNaab Cmpwp MwfkYYeMMINN kllefl . Todbo awalow NA cry Pkoft, lirmm17 Oan0a017 1240=7 Approval! &Oft Uwkwweam nnnmYnWOaMPey.ean Caeperrerserd CreWlmow AUMep (613) 770lOe2 13)61 fiat 1lldLs Slim no Nomm a aw am mlift sumblk= 2� flirt mdow lik� a{t'AWN" homma free ft 2017 Dbpfeflkale Pfwi.bcwww Main YNwmbw Mbfb*TeslbfasnVloes NA, any PAnh1w IITA=17 OWaaa17 i2elafAl7 Approval SWAM wr.S@db CedawI DDW @no Mg a1!)7704ae2 NIa (61>)6194re6 C w#1 p dhat wdkWr0 wkw LllW nwl«NrIMd0do6ry odn luau LmYBtmrdrlm SmIOGENrotimprd In HIM fhdaid, HVHZ Sru.ot loruin 2 1B5 SN 52x72 Fintflena Fame KIM single Nang I0/052023 140 Yes No +601-50 1.4.1rded OINS Aug 1 EMMIAMBIAJAMbLKMM W. 707,727.747, ad emir bas W Pala ofDan gooLaneet amorgltleaalu gtalst<tiMraDgrt Rah, OW.4 W Lowered irate W pis of /2e17A$ Itoawr mW dwls. aummawas ammothLrt bi= Yes Yes later Blow" Yes now Laore Na la! a ON VOM PAN,Fte: 73,76.e4111, 94, 42.,* 42111, 40L 4FWr eRaT OM, GRW Ate, mea OwELe6MlsDlt dlBetgaadtaaasomissomomRm a4 M taaL X Oa) sbo*.CW(as N wr retie) osaVA2e VOCC00EMt74; its caps Dew AMMOtimum AaamrliKAN ■leas fLdnttdaDs Pb Somme erwrt yes No amm E3 •e POP642 POI eaa!bobaLMLILIWdMLKBM 102 102V&IG PAN.7FIM: 73, 75. SW 04,42.40.42a, 4M, 4Ra . WAY, M)W Oft Ate, mac! gatlrillowa ®t a ooLom lee aro Longlo aced fbel M tare. 26ga) DnillCer far is wr 06a12ta rib) VAMOODEM174; WO aam0a Door AMMMUo<Ne al8mel deDs altdndaNs No KUM Snare small Yes NO axle lSrtele WPOFI-41 POP o (D C) Florida Depertrnerd of Business & Professional Regulation Building Codes and Standards Ng•2 N2 t�� Florida Department of Business & Professional Regulation Building Codes and Standards P.P2a2 wirm Florida D"wb and of gu*wn & P ofsoft l Regulation Building Codand Mot dw& as P.p., a1 lams Florida Department of Business & Prafessiorrll Regulation Building Codes and Standards P.p• 1 d2 1202020 O Product Approval Application Detail Product Approval Application Dtarl Product Approval Appalandon D" Product Approval Application Debit a � CIO Sill P.yg aw pM Qw.P92= ow ma rirdD rtolaMlvY smgrgt Erlrmciflera Y41tles0 eL Y&eial eWmltYa FeGAaagoyY atrtnlel arena RevfY.n 2017 POT Iial Vies (941 Ra"iti Misml•Dade BCCO• CER M86) 315-2 BCCO - VAL 02252020 01272020 022e2020 Appo/M Csfegory: VAndorn <9/1)a}0100 17«)31}2500 Subcategory: Fixed COmpftm MdhoC Cwtfoeycn Mans w Listing and 8 gal szighmubm gate matt grtrwle ]>w mt lmorde lrrugrin loers&&dtet ldNlrelld )dlslael lY�enl 1>yilea®el Alien Rsebbn 2017 ParYtdaib Derttwit MbtM08690C0•CER IaealN3a«aCO0•VAL 121JO/A17 /2esa017 17fAO017 Dsllaery: YYYIOese (Mt)4a6-0fOD (Pool N6.2660 OF atlbc4b w r. or4b Ihea dnferit()�galwaNb.dOM yLs�sa41 afaraduda .. Alarmed for Uss Awed far Ues 9lrilntdleaeoea Inver Doti feS PreAM ModeManion w Name Ftatkat Dss Wlan coatrad Embsllon Date III yVHZ o r.M. Nvla llfalrw )35.1@ No 2 m 212 grim Date Media midi dye riomm tllmWlo[ GmdN ddmclLr®t YtlIhL rialwl laInIDlBte lac Aesrexr agl�3 m Nltna ReNNan 2017 MI NfiMoes one Dogs amtSXlinpa Amsdwn ArchNedunl Sfnwn M. lMfi, PE O6w1420,e OBN42Dig 0607/1019 eppowo cowil NMow4 d(717)365.3300 Mlnuiaaaera As loclanm (717) 317.846E y: So bCatll Rx•d blift"Merd.oam Complla¢• Method. Cetiloolm Maw w Listing Cot Ala rraw CwMoNo Mwk w lisp tnd Product 11190, Number or Woo Cumi Aswawes CotweelEmIrYlon Dale Afwlro ood rot the Aewrowd for Use It.HVafi Outsdo HVNZ Inall EMlarl gggm Pu2ue2 2 Ilse aoao Awd for Mot Ar Ved lee Use Imam 21dm Stet! Erallummoft fnumLsoisiona 1aJ00a RASA& Qa ar Leedd � q PVVi(Loge MtasNe vet) vllyl Fined VAndex 04I302025 Yes Yes Yes WA 1 I" FIN 73.72 Madsted Gless 04IMM3 No Yes No .e1 7 014a6o 0.efae IarM kkpeo9 VIg1 eked Nap wham 07aWA70 res Yes r« Na Florida D6pa b of of BIWMa & Pfokeda Regulation BuIldirg Cod« and Stands Fepe, w, lmsmg Florida Department of Business & Professional Regulation Building Codes and Standards Pall 1.12 Flafrd Dipwit aw of sundae & Piobeft Raprhtlon uplift Coda aid Standwda Pgei d t tasme FlOrkL DepaMwd of Bu*Y & Prob NoW Regulatal Bd&V Codas End SdRdsda memo I of tame O Prodisd Approval Apptigaftn DeN Product Approval Application Detail Produat Approval Appratlm DsW Product Approval AppBesftn Detail W l gob m• )dada RwAft 2017 mmohmm Tb@Me-TIV CwpwNaM 0a- 0w1nto ' DOi a SWA@bgwraaw4bo1MD«rA Qaapowm MnaR Bwoko*nRoW*ms FWMa RsoM mdNdow a a UowsM Florida �.� goat MnkuLLLkim Mdilkm R*W49M LyftOM P. adIIIBR P.E. P"R.L IOp, P.L Aebwsfabldoo«Menla O.th aw �� Y llWedd agda®el IOM&=7 lonami locamm7 an a®sl 1212m? 1NIen Apptoesd ANNrowdlwlh• AMrowd/oru.. ImaMt gyro 19�21 � Yda FAVNN am? amoLailititmPaMeeebnel mmmbd [ ParbL%E Ne SWOOmpr.Mao« 0anPanee Mae CWWGWM Mork ofag Lb llawts fdl2lr ltiaarilYaoat kdmd m Dm Rmk MMf*abftoow.cCt MMM)N«a000-VAL 1)PW dydoMYllL— grL gn rich lh�rt IZVG 17 IIAG 17 �� idd 1lg/sr®I sae®d 12ROM7 nett Approved d gal♦ mt mown IYNMN 211117 mulirtor Jmm MM WAft Pnablda IN, &ACI%prr-en CeN6afsNNkomo awakw onow krona Fifra rrf aYYmd Anldew w • 11.sf Med FI.nIOa Ettglneer ldlBte gullli smooKAMr riWtllL PYpMNp Au aarM 1. Doom Jam aw hOK PAL P62M2t 7676 , gI luchwitimenwhor doom � Ya9arga Awmfta OlfAL2m7 OMOMIT Rlkbodm M UNLAMalsl hmmld OWJL217 lonOM7 Hand Appfeeed � `R / 2 57CN Vsrdwl ANmlown MUMi 12/312020 No Yes Yes N/A pnlomb" 611ylnsw Nei dllaassailava mrreglald" grrrB�leaw aooemlWAE AamddtdYe it = arrWOQ7 dnrl erns aaLd billions° 01M � Nora! t a �, &*Nt mootmwipaC. egltetCYSM0GMapat wepatlX�ld)l� RtMOOavlat gmdkA v E.imL2mmda ai drterillleaw eon" 6gatlnpewigwt OWNPargbes 1241=1 cape Orr-pO Mwsdy Woubfwpomftwobm aenNlld m aaaerdmia lamgwdl.= No Yes inn elrrn v« goo Lena rYA I kUkmirNOomwidlg re AIUNMMMWMM 0L2wAm yes Yes Y« all + CempWlktp eMp gtuLbdmgmL 2 teerwaeg lisp aft/2AtfJ010 eaeoeadcar ee�dn ILYft 91I1620ets Y« dart rw Nor am LeadCU Nor m< �gdtla "ellesseseP 0 L V FlaWa Depehrrnt of &aim= & P ob k)i Ragudtlon tor, a, Ponds DepaMp elft of Bursa & Prok«brrl P.P, d, r�.pft Florfdpl r+ay o, ei PlafMrDllal RspllallOn l af, d, Florida DaPar6lrarrr of BIMYNeaa & Profaaabrrl REplatlory ►see, w, Building Coda ertd Standards /amw BI Adkq Coda and Sd11da11M ,amtN ft CodaBusiness d w•r^ q1 Coda and �anydrda �e Buildill Coda and Stafldalds ,am,. Product Approval APPYatlon DOW P7odrrat Approwl AppNomMm Detail Product Approval Application Dedll Product Approval AOP�n DsdN V /�� `V m > gli in mode 2017 tlwiofN 201 mEdmon "oft fy PndNW in ull o.aasary,PWAVade SoMko "., aril@ CaMp"= roared etsk"m Rapwftm a Ro kPAgM md' 11 'weLkwoWFbAY PaMfawWW t5l11 1WLat furtlt Noallrt&Htee )uNlrWllt Flamm aRMUMLDgw Met awdw. P.E. lit (00smiA127 FE-34121 fill -Nee Onp w+MOlrwMw db.om gate are fluzS )NNIn/ Nirrl arLano el Os28=7 clem7 Oaaafm7 go hwom 10N01J017 eNM Approved go me MUNN ft mu 2m7 MUNN L JMM Mft Halle R OOAIL low -- ,. PWAVM COaplM Mal E,leslOm RpMawn a P4dM RealsWNd Ar~wa-* Flatla Pnso,"sl Is All" falter diUKLLM a )ELNloom vdwmmag RMWLOpm Jdm SWANK P.E (w304W P8,21121 (36Z1307-" dbo go 111111111 DELOINO gat• Y6eYtl libmd Etrcamalel Amain a" Oer&MT OaV6em7 0020 17 IGMN 17 APPOwd fail mg )Nile Ilsslel.n am? Mftdmkm AhM O- o PWMVhb yob CeapYaerwMdaeaknweon lbpaawn a FIwWPAOkWWMUrs d1 wsmd RNdb P.- PfabeMwW ffla'Mw Bid" gent eWKALil g )diem NMThmpM IN . F. fdNL%M 1111i On, PALI&14=7 male22Zaw P54840y (913)7e72es6 b0 '0p1^ and aw rillnl eI&NNlll 1DOMI? aOLS are a Limenr enrol IOn12017 12N2m1T Wr Appfwswd gay be ride ravmm p17 mwldom AWN adadmo• PewIVMN« 0an4aMaeYMNek lmkteUon RaPad bon PALMS R§MdNW Mtddtwor a Umwd Florida Pe.- I. Is III >rNrr Segura Nal9ltarlifltea )OI mdk Mdt7hwW= L110 ddL F.adwP.L Iba J. KM PA. (a18)767J1666 .aeM a* llw )NNlyd Nreral 1&142N7 lmem7 NraLaia gn arLhomm amend 1an12m7 12I12a017 l I APPNad W c G a z g Bdlalfeeil�teea BIOm 6dla�eimral Z mi 2 EMhMLMldd6NMMkKALIM FlefwePlMw Lisp Oft gltnAneae maoaattlroa anowAmbomilw IaafWoo ntaM kpelly Iasi)= 9000OLUM eaarreldLiw lam NNW = Yes YW J•r sewn Ma lire ENlow MR Nei 2 ameoLsouLmmahKALOM Hod~Lap slip galaaeor al6aguolift fdeerl:rletleald tbeleaee.t bpdesp 1Y312112O aardralrlda AnnomilLue dart alma lane 9NNUMN BONN Endo Y« Yes Na Na ea 1 aS¢atiriyat awe RANKAwme mraalmomm goeasrfadlaan Vag eat aOM Vill See 12A1rA20 AMMEWARldt hummou 1111ILM 2dditmas No ion lmm errwga Yes we pare Ea MR Lag 2 0.apatAiMaaT4Aglat fee gard2eleet mlraindie fm miNxmkdmsaw Vamwae«vMylaom 12312e6 AaeeMakim AUMM ltlE9a 91101110tIC No lefda Bove BMW" Yes No ails Eewe PM Q J a SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation P.ye30f3 Buildup Codes and Standards WorAm Product Approval Application Detail 92k Snake or a& MR pd. Pandora a" DAB kulia9 MMUMU [ cmut Yalmld &WkMVUm LICARRMN Aeesrm ems RaNakn 2017 GAF M.1m.l such Robert Nkmkien Jain W. Nnemvich, PE 12n1rA19 12M IrA19 1211a2018 drip FBC AM. CdwBory: Robing (80(3) 7863411 PE-59186 (954) 772-6224 SubCalwpory: Asrbdt Mangoes mgikh®Oaf orn co npilene. Ekr owead: Mkon Raw Born a Florida Registered Architect or a Licensed Florida Professional Engineer QuellIvAssumneis Design Ing Product India. Number in Near AAA �tv Ilu PRrIQ 1 GAF Asphk Rod Shingles FiberaaK rWdaad 34eb, Mminrhd. Stab and 17JIVX22 No YK NM WA hips(dg. sspha8 shingles Flrtda Deparbnuerd of &nk1 & PmbwA real RepAonrl Pas l d/ &Illdilp Codes and Standards tame& Plodluot Approval Appftaftn D9W d� ill mkwm mood= good MINEKALI u )Nlmm Jbt !es0■Y Misers fwLam ml AMINO Lire MMM 2m7 LV. IfilsoeW bar do*Tlmnpm MObOW Trip in.- 2aloary R. Prbst LOft IMAIN 1Memi7 10M00077 IBM?=? 12,1212017 ylpptm.ad MOOCe V-(TAkIM Pio)2464488 M74M a" swim Qamprr rise" NWIQ PMINboobo— aPa ,1 Ip: Roaft APOPmwb* awes M M indand Pat des Reoaq ayatant Comgawttoo Ilaesa EvMwotloa RRoddlm a FbdM Ma ainmwdAtdtlmd Pre Lbw=d FimMe wabodand rdt11 Olo&tAa ABvoot&Lft Ae YM rrrat OW■ iota EMOKOMMLOWMIKKNM anagumudelm gwookumMOoLM ftalAa Llolltlaali aotYMs tame■ a TAYWMtldp RodVWAMBab U gLde0PmavwMdwr was' -OW Ndb oasamM Yes Yes WA WA Florida Department of Business & Professional Regulation pqp i c(2 Building Codes and Standards + Product Approval Application Detail 2ft again, or ➢et no Dow, Pending am Vs D MruAenmmt ConradIMk &Ur Validated Mr y�(ed psCAmrowl daam]all AMRMYat Ron sloe 2017 (lord Roobg Anderson Robin APMO Undwm EVakmtia Gary W. Wkdr 111114017 1e082017 10212011 Approved CaedoW. RooAng (601) 3B0-Bm1 Swim I.I.C. (205) 554-0160 SubCaew➢orlr: Rmatg Teel RminMdorMis ord.o0 CorryRana Matron EMuaPm Repot tom a in P.duci M1.011. Fray sam"I Mika OM&AnameMa AMMULtKOM AMomufflML least Merl■ MlLa Product Modal. NMobw a Nees Product Description InI�.(i Olddr-ll1aK R69im pit"" Is y e- MICRO. CA re, Tes WA 17 Sesdny ON - Country Slate, Hartbn181de, Shake. Skin, Fla Profile - Stockton, CA 12r312020 No YK NIA WA Spa OM English Thatch 18 Smony 900- Cmf*y Slut, Shake &am0.612M not Pronla- Henderson, NV 12I312020 No Yea NM WA 19 Sexony900-country 61ate, 6heke, oldie&&role: brlA Fla Pr001.-Logo Wates, FL 121312020 No Yes NA WA Shake 20 9aaanY900-Shake Banp: mate FlatProfile - Lathrop, CA 17r31a020 NO Yes NA WA 26 a V104900 rn nvw Merarn ProBN - Lek. Woks, FL 120I 20 No KNIA Y. NA WA WA god >tveM 3■ Mndr Non'', 20117 ITIN go" CaRwama a" bar oaaalMF erwa.r tknlaawer straeRwr Tnanwdso comoftmseaig! tvmkown Foacdtom 0 Ism" Deled" 5dp nomamfmom Mat 2 IlW BooMaW Hasa Plem FtrWs Daprbnwtt of BuWnan & P *heft R1gidift Building Coda and SW drda Product Approval Appaaadon Detail pes/dl Imam atlas IreMAii 1MIo1rAAt bologna AsolMa l rahm■el &ON" Less aWBLummb 00&A6010 esnbe, LLC VMMMKRMm PM Me=? eae7am7 Osalam7 gap (617)9194M Will el-1917 abrlb 10, aMaewn Omrt/rOnl Ao mmi to &EMN kma rats Mmr mbdukodir lMMeeCellslmaMM 1IM geMMllaJi MMmd annals Mdd Cwwpdw Palm Imam Yes Yes NA tall Florida Department of Business & Professional ReWlatlon Pet ell BWklrig Codas and Standards la(t2c2r Product Approval Application Detail octal! Al 4L get 20 Cabs Pffindkw gee mills lfmMn VKHAMU c sword Andu L LI tat ydwdmtk Modad > FVQ Ataansi An AL" ReHron 2017 TAUKO O Wg Products, bc. Wm Ed. Unitary R. Fd.r Locke Boxdar P.E. 10119MI? 1GOY1017 101=017 12n22o117 Ipprored Category: Rooin9 (417) 624A614 PE-74021 (314) 300.1800 BubCWgorr Underleymenb icon e00ngtamko.0om Cornpllatc. Melho& E1Nuadcn Report horn a Florida RealrwedArchmest or a Licensed Florida Professional Endneor Oumuwmwj t AgRmmdhLuu AeesaOlKSMt lMeM Orlin Florida Deprbrard of B(ruras & Rof esionN RepAdim was / d i &Aft codas and ft"dads +acme Prodliot Approval Application DoW mob AMEX m mm min" Bo mmom ganae AtoKiLMMt 1MMIWAL M dmm lleMia ORAIE Ml Asmara La■ RsaMbn 20'17 LV. TW*O^madbo TMR*MAWANkra1 TOp miwmn Zed"R. Paid Lary Bowden 101100017 1Mowl 10117=7 Isis"? Approved MMYCogWq TAMCM (m3)2s-s4M PE44M Ls343Wi8M oWPr%III '. I log, edOmmloq: ReAg Aamea n Bud M an based Pon des RPPaq spdwn OONOMMBNBA& OMhEUR RRatewe8 Raft RRNmwd Addbd as UonaW FbrW pmmookad BVaMw 901OLa omM A■ONINAN AoomlMtllr r•as Ore■ MBE ameoL roelA■ am JMhaali gimb m ago" moo■ 4 TAMW Mad Top WHtldoo VamM edit owTY asps desoredwlMMOrMbmft IIBro8710M Yes Yes NA NA Florida Department of Business & Professional Regulatlori Building Codas and Standards Product Approval Application Detail Pawl d1 V1012100 2291 Mnft a 20 a" Dab Pending am Mills Version MrD dhatum Conrad a LI w vwmaw Iva VaNdAW stecyow FXCAV rQVd Aea4aBn AMR Religion 2017 Glob.l Protection Products, I.I.C. Tan Robinson WeesrA THIN Jr., RE John W. Marovich. PE O910W"17 01101I 17 O9/112017 12M 2017 Approved Cdasory: Snutlers (954) 6es•7545 PE-44107 (954) 772-M4 ataCeagair morm Penns IYRftlDmapl�g(iPmi.Dpm Cary((ance Mdeot Eoekat Raw tan a Roods Registered Arat(het a a Lk:amed Florida Proresronr Engineer A AMEMMUnLin. IMM 200 Mesa Product Model. Number a Meta Produat Descrillotion contract ewrom„QMe In HIVI i ROWSM pmaK R 1 20 Gape GWenized Boar Sloan PmeNMVW Connil d G~Ind filer Storm Panels retained 127312020 Yen yes Yea, WA Floride Dep arMMlyd of iluaklses & Prof esker PAWAslwn Foam l a, &Aft coda and Siartderds imalle fang of Approval APO coMm Da%N B MM gar iLcs MM OIM M Lin OOM Ana moft Moores■[ good Aeon mLLUo IMMMtAm 1bOiro1 Mlees1 a tamem AMINO more NoWdoo 2017 nW ad" DMtaMdab Cases inn sebd Laser )cc eAdoomLLC n MM. MMWI, PIE oomo0917 Oa ?=? 092VIm7 Appeared I S , Sin ook" contPaawds ISM 91"473 (407) SM-1MT sagod larrThanPiano wmwbs *kw w.mm com plsro 11106alt MIpb oo PAW Iowa a Padud mmk mm orb BADNEOLbokok alibLa ion AMMMMalKlMt Attme114tkYt �e Mir MBA EM60UNEdi is & nMM Maas aroMMs mnals 3 nlyllecugaide Thdm mowcmwadwpbb lnia0m7 Yes Yes KA 14A Floo Deprlinant of &mkllls dal Probmft N Repiletion Bin"' n Codes and Standards Product Approval AppHadon Dltaa Fpldt imam EAlltlL•■ Olio Arts Blot MM ASILrMrm MM an MMIrAs mmdw lsc gulm BtobaLisi ru MotiOM alAoora I WLANM I &NNW Los ROabwn 2017 LV. TeaNVM Ing dW Temipssn MealaaWa( TbyCwbwn rod"K PIWt LOBO Bowden 10`102017 ta110R017 101,174017 11211120017 moo, O ANWCWRPW(TANOM 013)20J4M P674021 W3061SOO amow- MPeall 1woyogwtterNaasa.adNt 41bCAlmOwrr Moo" Aeaamwbs 00an, es indpal Pad des RoeBl lralam Ommonn trees! bakMm MIWkm a Roft Milligan Adored or a Winged Fbft dloom gooLi■ra■o AOWMNAALfr A®MI&AN lots aW■ Mesa todomism6minbusilm mmmumm� lM1J1211K gdlmL aB ft� z M 1 TAMWFMTop OB Wp VadMBabnwT% n g&ddlomdvweadwvMbdb owovmn Yee Yes NM WA ROIM1MDIF-11tlydCfBUNkM &Prob@@IM PAGU M wIa/d1 &"V Codas and Owderds tame ProduotApproval AppMoatlon DBW !S� iMr Arts Otto ads olrerr■ MM MOB I&Mls owisom 21" rsartAMM *loom lbaAoml am=" Less RrvYiorh =7 LV. TMR"ot, In doe VMN"on AkbkmN Top cagdoon 2edwayH. Pond LBW Bowden 1Moam7 10i'lemi7 1M72M7 12N110017 agog, d MWMCWNW,V(rAM)q (r3)24801M P1144021 (say 3061000 0naasaty:lbOaR btry�esrYYeeiaaon 1PIOab/Mrt Hodge' OMeoaMeatam es inMeRd Pad des Rd611e apemen OWMPOWAOMIesaD I Ies ROW*=@ Pbema AesiemwdAnObda s Uom*W Fbllm pm6a taw saddo w MMLLAna�s Ammti[ra AaMmsLMrJMo re �r Mai ltioAliO■Olroe Om htOQli adimLi 9fi milk" a ■ 2 TAMCOaoosNu&V d 288a /aoa2o2e No Yes NA 4e1142.6 rwrwa u®pwrtrnern or rnmnann a rrar onni, megudlwn Par 1 01 Florida Deprkinard of Baines & IS ChO one ftelpidallon Pea l a / Building Codes and Standards 1R2m9 BuklkV Coda and Braderds Imams Preduat Approval Application Detail Product Approval Application Detail 8ii7� fAms Aomrs Bits 2b 2dLea0m 2112 auk ma *am IMeomm now Do m MM,mMN no good AemME&hmm lddoodAm ]1111111111111A (k a Lhmlm amens son Mm )(mesa Omankm RavNil. 2017 Lomanco, Inc Calls": Flooding vdddaM Mdrwe WK Jemae L Bummer, P.E. Steven M. UdcK PE 1501) 9824511 PE-31242 (717) 317-3484 VlrW4 award FDQAMmYmI Aeetanm allba (14/09/2018 12y182017 04I182018 011 2018 APPIWW Rwrbbn 2017 name II" Proardg bar GMNJanw JaPdm L finger, P.E41 MdanlJOM roar, loom? ioM8a017 102M017 1211,1212111,17 ApplevW Subcategory: Rooting Accessories that am an acerter®lomeneo.ean t'amBwF A, - 00471Sam CIUCKS@INwalinta lax Integrd Pan dl,e Rm(ina Syrern eaMamlwr: RwoaiBAmuawbn Vtdmat dMinaYtra, PE -mad (01)414-7M7 cw"wm NMhod: emuslion Row Soma MMPd Pad des Bod" syebm Flonde Resbieratl.Architect a a Licensed flgWe Csmpanmmolga Madwoman No w Loom ProrKflonal Endnesr FbMe PAOMomd APltled as Ubwdwd Fbdds Pmmwsswisfigh ' Mlia ddlN Aesumnw mlL lelM gmtre9tEnmelM.Get AesalmtlgJk)a Amro1W far Use kBod Deaf IDJDQIi 4MWOtHVKZ SAVOI a na MmA MMMA� AsmeiilM AOMMISL E i� Aehs aml■amoma Ill O� AMOMs mom 1 Devi-Nrr Wr4 Low prole, Polypropylene Plastic, Root Vant 0711012021 MechWAmIlq Aeaohed to MWWd DwX. No Yea, No e97.Y97.8 3 3-RAMOOBeitotlN10N1IoeVadmpNt AAaabrsMpVeamfor putdadads mmbmmd imam No Yes no NA bins 0.C2RANnaun Florida Department of Business & Professional Regulation Buihirp Codes and Standards Product Approval Application Detaa Pop dt l 2(P3920 Qk star or am its ao_amdoa ads I121 version emaumd" Srmed a uemes Vsrelled.®y YIIM!ffi SubrrAftd f.S.drprongel ADMVW sin RevWa 2017 AM AmMean Sletbn and (Noes Mks Reldwl Frank L. Bernardo, RE TMJ Bud". RE 10/182018 110/1802018 lormo16 12M 2018 AVPI d Cdopory: ShuBars (581)712-M2 PE-0048548 (954)947-MO StACaeaW Beam Pwnd maabeehmMcenshat. Colpllirnoe Mdhod EvYusilon Ropod Bon a -corn Flalda Registered Architect ora Licensed Flades Prowisgionr Engatea 9WaLAtrre9n A Anumned forJNs M)Me Mlllm Product KOM, Number or News Product Dasmtglm contrast Iscoliallon Dab WAN out 1 24s O.Ivaozed Steel Starer Purrs 249a Gol a ized Steel Slam Panels 121312020 Yes Yes Yes WA Floride Department of Business & Rrofaeslonal ReWANim page l al Buidkp Codes rid Sfarllfrdt taann Product Approval Apppeallon DetaM B Iles mlmkm Illerkow gels LSIMtAAMAM 1� bral■A ago" arse ■s AMINO Lloa liaalalon 2017 rfw goas"t3anpalmim Gesailta. ahratteesb IOC iNwmtalbn sorb., LLC srbm K141niarl, PE oW9m17 OaOMM7 o92t=17 -pig D- ill ab chm CanpasrY (14ol l" 4 473 OMSm4917 sPILlaa0M1 TNanPW WwAbomowwmm comomP NW** mtsbom Repardimoee ism"erskodwa BAUILUZRAEK MMLLAotlrlt snout ion A■mv[m lolls 2100 MBA EMOWJbd&MEIBKWJUM mtaltOMgdeMo goomammmolmLow h2uta gawk to sags m■ls 1 17WBOrA4MPMillions a, t8, IN&am8) WWOaNadWPMb 12DUM Yes Yes IW NA Florkla Dopwbmnt of Business & Pm%Worei R"Ws*m BildkaO Coda and Standards Product Approval APPVogation D@M waill ell tam$ Foda DBPrbR d s Ragde1011 BullWp Codearid SWidwft Product Approval AppliclMon D@W par 1 d1 iMate aVgi� gar Arts no MM MMJtimim 20 Biitl1M am arts MM go Rokem n MM iota EM MB M1e90eMK glens M oMALWM 1MIIWilt b ra our B Lhlmo eat AMMmr Lro bna born rlroY■L alto ioKAhdM■1 bomml11 Au kr PtlA■oW AeoM La■ Moron =7 rywom"Oonpotiewm O wbL sNMd Lawb Iocovptrlbnawtvba LLC YYMMmK Rat PM OMW2m7 M07a017 OVAi=7 Appal ssd KwYian 2017 nrar MawbW, NIL OmMYMwt IOCMvakuamawedbs, LLC 10C Mvkudkn selhdm, 1Meam7 10119111017 10222017 Approved 111a1My: Seekb9Cagoswda p47)rsH7a ( Mft14iH7UJI Oal1/P1P ainukaao esles p14 M1-74M ltaommur. Tnm Podm a 4eowbslwlYdaw.am Phase Mri Plwbe dNat10NMBPm (2a M) 89saeM oaM(dowas MoaMa eMinneOont aapwdaPm m C$M ft o ft BesNMmm Raladeoma pm"embmma w PM&M MMON aPuM dtloodeboom BAid L4@jbh o Lo Loa tarKMM Y ONNINO gAnkla okkoK llf9M 21EMLM awiM roam !■! m■ soomm l goonLoologut a �o ammaammodBLle00: BONN mows 4 IIWaceadevaMMo Mod Cwmmbrpko imam Yea Yes NM MA 1 MIMMM lslaaRerNMh tlNelt- oua.mow4otpW 014"4= Yes Vas KO NM Mal Deprbnrnt a(Buskwn & ProbodmMd Roils" n Buadkp Coda and SMrdar s PraMratApprov d AppSatlont DeW asp t dt imam Plim Doprtlnrd Of BuWnm & Pra(emkm PAWA SM &didkp codes and Slaledm* Product Approval Approal W DOWN Pea l d, tame Flrkla Deparknert lAMtlan Bi/dkpa Codes arid Rsg St r4drds ProdwatApproval Application Detail pr+at Fail imam Fiolkdl DeparinNflt of Business & ProfsaalrMl Replllatlon &Jrding codas and stand" PtoductApprovel Application Dena pal. t d 1 us=$ tliilBdl goal lWl9t MM MM MM.CMrM go MUM gar Awks Mr Oct MM&ROM MM OIAtIlillillS goal ankm Om goo RMLDl a MM !3MW40 goal Adks go 29& M Lhow MM zm MMMiM MEMO= gm o n oMnaAL M Mddlum lobes/ AIIoes1 IRRADW Mi Anna Like best Em" Emdo C 2a iaMKAL MM ldwdm !t 1lrrYa MOWoa arLdEmld anowd Am MUM lime■ Alommbdm amm bMMMtALMMM mosso t MMIrMm alieMrt !rilnnae amwm am pm books mm osom 2M FooKAlilst YANINU L Mdum t10er/ SPAMM■al Anne/ AMR Aga— 2017 Ml h1dkw1ft,Yoe D"Vawt loo enkdlo sera" LLC IOCMIItMIwrBwVW "HVM7 lblemt7 11,11102210117 Appeared lftumm 2017 Mrlk bdrabbk bar D"Vba 1000.kason sOtalm. LLC uOOMaOMeAen lwaioa lame=? 18MWM7 102=17 Apprmaes A ''. 2017 Mrdl baanW, Moo. DWO VAM a1C Emdutlm Berg in. LLC = BrsNrbn OwvlNO, IMW2m7 lama=? loci m7 Apposed Favi" 2017 WrM MAWJM,bar Oars Wwt loceaknmksww'. LLC loo taruuwtl4lt ainwaba iMW2m7 1MNIVI? 100011017 Approves p14M1-7400 LLC. eweadl:atin Ate Mt-7 Collor. SNUWOM owmomft (314 W-7400 LLC. ceel/Mr: sodado"Powm (314)M-7480 LLO. sesibrs.er. Than Peres dNea0lnMoom (29sS tMaMd9 Pains Than PMMe 4AmddtBaMl (2Om)SSB•9800 SdAmo Pry. Tnmpwn AmdAnaaan ROR M69s00 ltac nsour Than wows dwsrlosiamm (1048194m Complom"OemMwFB2bswlCaRowwes RlpallPMp _ Oomph Nan@ 1lponakta complw NodtsltssYtYletn Mpidawers ow%OmMddaewbokn Rprmtltwmw PlodldC.penesos E,* PP�oardWssaft Poaed llallesos HdAr Prwatl Boanmmo Shoal 6Lsf�1EMaBM OrMLAo A■ NOISLYM AIIoomoLki t home Bids fS ust gmdkA neMM AMmaILME A■mLALft rm mum dAtffi4LBOOM OeMudna■eM AWANUKus AMMOUL I M om awn BANKALbeftu gmdkA� &aseeahKloa Anum LMMuM rm awo Ma! EMMELEMbLIMIkKKOM m&OLIN dsls sdMootarranAoo IBM Onadaolm MMkos 2 2 Mesa ROOOLMNMJbMhKKMM bub tanswE goWeBera■ak ln!lIOM MrkrhBaa sums mesa Mat mboLlmo m fMMeslrrl■OO helms gddk llC DWMMMt 2 na allg rAdiammmLindKALNM mremmm ols faooetaMMMOeo MA]r a m iamm Bud" mesas 2 =is MBLNtanaam edwpkb OMAM Yes Yes 1LA NA 3 hIrl" 1Bla.Mlh sNMi-- Vmmmnitweor PYb mAu= Yin Yes IW NA 4 Mla 301ae1M POnlwdor Pasta awn= Yes Yes NA NA S MTAII 20 as hpiebme8b /tan OPaaebr Pill* mI"M= Yes Yes KA WA AIoM6000 ar000h■odo attrrbtimlrat mooewum Florida DepertRlent of Business & Professional Regulation Pp2d2 Building Codes and Standards +f[a202P Product Approval Application Detail MW VwMn MrLr4BmM contact Endrsr&ucwan Validated By Validated OAAWnWad FAC.desmlld Ae Vfe Rasa Edmair 2017 Weyerhaeuser Rob(blooin ICCEvrudonSerNce,LLC Iwo Lob—, P.E. 0410V2019 0322I2010 04082019 Appnomd Change Ca.8ory: Sft urn Coniponanls (253) 924-8Q8 (ON) IL103288 SubCalloOr 6ginserod Lumbw Ronet.Bsl604n®rnyaha Corrptiwroe Mdlm& emkiedon Repot tan a suraw.eon Produuel ev luslbn Entity Ala Product MOAN. Number a Nam Quality Assurance Product Destdospn contract moirdlon Daft Anninriffid for Uss ADorawdforline 1n HvKZ outsideMQJi Imam BWem gealm $!!burs 1 Marian LVL Lwmkaed Versa Lumber 03312021 No Yea, NA WA 2 Pwrlam POL Parallel Strand Lumber 031312021 No YK NIA WA 3 Tlmbe&rand LSL LeMnaW Strand Wnba 03I312021 No Yes NIA WA 4 TJ Ron Bard Structural Compoke LmW a oriented Word owl r 2h No Yes NA WA bard Ron Board 5 Wgerhasuser Rim Board Oriented Shard Bard Rkn Board 031312021 No Y. NA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail QudftvAMEAM Aea!?nvdfw Product Modd. Mtaduw or Marro Pinalud Consider" Iftbi i 1 High 91rengmt concrete LWM. 4. 6. S. and 12 inch aids ludo. 0521r= Yes Part 012 MOO= mroved IN Use hmMm Deal® l Mhlas@ Y. NA WA 16111911111111, gar mu mm in mommo ■t MNbe 21117 Catrtandw carow Pmaedg*4 QemeOtF abMlwd Oprtlpeswnlla elrc rlrr. PMdwb inapdwaes as a Mudd NMTdmaber oomprsesadb a moko o RWW Ian s FAdde Mashaew alAmhOW or Unaided FbdOO Pamn ow Eteor adamimLenum Mesa 1 Omgl Pisa" a CommmW Caesnm Pr04tote Floods Deprtrent of &okleaa & ProfealwlW Rap"on Buldklg Coda rat Standrm Pfodod Approval Appka&m DeteA agaK got I MM KA)AM A' oft TRn'KHUVM4 (613)M84707 PE4m22 mmoLommon Pores Land Pnebemm0 Codam Latmb ppldl Imam MM am adLas M MM Mddd" MbarYl Mr11Ma IAGA■MN Anno Lull ism Noy 10111,111211117 1Mam17 1CO9c017 1121,1111201? Appntrad (M2) M6M11 200 Ao ammai Lm ANUMMUKft gins Oats awasilmommia o ■!m7 OIrWJmJi BONO blur■ o&,AM 4 No Yes WA W Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap, l r l wa/J® Eftft or 20 Dab pandings 20 Ito version M.nratM[ fS sucon.e velre rW e, VelIW and Lk�pd PBCCADorevel mod, liMlr Revision 2017 Owpento Co. Tracy Lane Miwrd•OW.BCCO-CER morkWe 9CCO-VAL 1030013 10r262017 I1/012018 Approved Cetsgory: Structural Cor warns (863) 687-9494 (7W) 315.25M 9ubCatogory: Insulation Form Sydsms lracy.krdAcarpww,00ni Compliance Method: Cedit@M n Me* or Losing ADeroved ter Use APonvsd fa ties ) Dea19D Product MWeL Nmber a Herne Product Descdolbn Contmat Evotahn Date (n HVHZ )rq8� 1 EPS Insulation Expanded Pdyryrorw aodi Type 0411 V2= Yes Yes WA WA Search Crlkrk Coda Vsntac 2017 FL 0: 14281 Application Type. ALL Product Menaacturor. ALL Cato": ALL Subcatspory: ALL Applketkn Status: ALL conophnce Method: ALL Quality Assurance Edp Conran Eapimd: ALL Product Model, Hum bar or Nem.: ALL Product Dmurlp8on: ALL Approved for war in HVII& ALL Approved for ire outside HVi@ ALL helped Resistant ALL Design Is am: ALL Cob Front: ALL Mb To: ALL N CA Q� _CU 0L ...., U a) Q_ C= .� CU U .� cn CU O 4V O c O U. O W O CU U_ .� Cn -n CD Cl) E L CU O Q 10— .� '^ VJ Q Q Q z z W J U) CU 0 ■ r_ CU 7t= C/) CU O L C. Q U no O L CIO V, V we G Q Z Z Q J a SHEET NO. PA 1 j. I n 39 k�""� �4wVO a E AO,