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39672 Harmon Grove Ct
C) o J K, a E] 17� FD IE7 FD-1 FD-� M DFE 171 FD- I FD- 11 7� F- I I 0 E]CONCONN ❑ ❑ ❑ 1:1� F ❑ ❑ T7 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURALNOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF orAF.F. Above Finished Floor AHU orAH.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet Cor J Circle CJ orr C/J Control Joint CLG or Cig. Ceiling Concrete Masonry Unit CCOFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor or CONN. Connection T or Cont Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Fig. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KNW4LL or KlWall Kneewall KS or K.S. Knee Space LAUN or Laundry LAV or Lay. v. Lavatory LF or L.F. Linear Ft LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit Ht Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REOD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO or or Sqq. Square SF or S.F. Square Foot (feet) SO or STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tubishower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or WA. ge Anchor WC or W/C or W.C. Wa Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater ' WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP WaterProof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES PLAN REVISIONS DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 08-20-15 1.0 NEW BASE PLAN m EE F14 P4 c� JX r4,,, 12-8-15 2.0 ADDED VAULT. CLG . CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 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 mencement f any wok. The Designer/Engineer are responsible for any plan erro sr omiss ons,or misinterpretations t 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. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TR EVESTA 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 schedulingsequencing uencin of work obsite safe 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. AU WORK SH. A!"f` "� p �� � �r pH PREVAILING CODES LE01 Ric c"'Dii „, ..,t AND THE 1t F �-PHYRHILLS oR;iif�fAlilCl: 1941 I WWI 2020 REVIEW DATE CITY OF ZEPHYRH PLAN EXIMINER I E I • (G si _ . p 4 s r w a �V '••• �� CO �'`E` 'gyp' • • .. \0 �4y '-?0 as a 5c�` To the best of the Englneers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth 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 ID LLLL a S y" Wa w C lL ao of �6A mma E ^rn 2 Z ILQW rnd M '� N O J Op N � N MZ J t-` _ V ❑❑❑ W z � z A z g d J N04 N z vas W n U a OW U �Q O co M W Z E og H Za E �� �0 of U� Z O — N r6 c_ 'd wS Z w Z a� �o 0 � J 8 U W ' w� aLL mu77 N � � IIIIIIII� 4� W V W 0 a� pU3 J >(N L u <cm W � 1= U° 00 � r CL 0 C.0 O = N • r CO 00 m M T cM H LO o Z Z E E C)m a 0 -J JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. C S s cc 65'-0" EGRESS EGRESS �11111111111111=IIIIC���1111111=11111111111111=11111111111111_Ii111111111111111C]�I.1111111111�11'11111=11111111111111111=1��[ • • - I� DEEP - OWE - mw - ME R2 M • _ I � O .CAFE Big BEDROOM 3 : . • • O. • ru _ 1- l i ■■�■■1 I� 5068 B.F. 8-8 --------------- 1 • 1 ■� v 1"1 u •�i II 1 1 1'. ■■1 S OM TYP @ 1 STORY co o�� 00 2 04 N 1 2:12 VAULTED CLG. I 5'-1 F'I FAMILY RM 9'-4" CLG. CARPET I (3) 2x4 #2 SPF w/ DTT2Z @ BASE OWNER'S SUITE 8'-0" CLG. CARPET S3 FIBERGLASS M SURROUND Immomm- BECfl OM 4 I) 0 CLG. 15 B.F.(I I 5'-0" 1 O I ENTRY 3068 i 8'-0" CLG. R.A.G. - -- g (3) 2x4 #2 SPF w/ V DTT2Z @ BASE CCG.T. NOTE: FINISHED AHU 8'- „ CL G. • tl- V cun)-1 I WALLS TO BE LE nN - ua11 FLUSH. VERIFY IN I %X I FIELD. - Q OPT. D PT. T :RG SS A o ROU D _ _ _ _ R&_S_ _ _ ` ,ij I I O 0 € �f 60"x36"HANSONI M SHOWER BOX @ 36" I t A.F.F. K DRYER VENT S3 I j 2 68 5'- 1 THRU ROOF EDGE OF SLAB 2" O &1 3' 10" BEYOND WALL I to _1 3-0 � 0 2668 7'-8j x r� 2 CAR GARAGE W . I.C. .C. 8'-0" CLG. ao '-0" CLG. 8'-0" CLG. T CARPET 2-6 BUILDER TO I I PROVIDE I O APPLIANCE W.H. PROTECTION --- N WHEN REQUIRED L ° ° 6" DP9 - - - - R&S PER FBC T----------- 2.3 1 S3 TYP @ 1 STORY to �� o Mw o LO 0 0 v HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 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 18JX254 S.H. 13 20X38j 18}X37j S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX62} S.H. 16 20 X 72 18 j X 71 } S.H. 1 H2 27 114 X 26 26 X 25 4 S.H. 1113 271/4X38j 26x371 S.H. 1 H4 27 j X 50 1 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1116 27}X72 26X711/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 J X 38Ii 36 } X 37 3/4 S.H. 24 37 1 X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING coo -obi 1 BLOCKS EVERY OTHER COURSE r 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 O +26.6 / -32.2 GO SEE SN SHEET HO 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 K T E WALL LEGEND � OPENING MASONRY HGT. @ 8'-0" A.F.F. c0 r TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 1'4" T-10" REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM Vol AREA TABULATION "B111(TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 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 FLOOR PLAN - ELEV-Bl EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1/ r SCALE: 14"= -On GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED `�,11111111/1��I, elm �• • 5 • R, s Q r V (b r 0 * 0 Q• i�0� 'f•''••.....••♦� pg0 •� . ®°till `ESg; 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. l- o 18CD_ iJ! 0pQ N V •') C" M t/l W 7LLN�2 LL LL a a ; C ii S2 Q a 0 Z ��a, o mmo a W =V� m 0 1- 'j LL W CDQ&zspa O) � N O O !q N Q fM Z 0 J W (D z J fh tl N )L'j z C1 �� LL U � W � OLU Q) V) c ' S y� W Z E •� z0 Q 0 E V F r0$ Wo ' �� oa 0o °z z O E N ` gi $ °do H z'� to cj C - � W� %X 0 oLL i� z N J W� �W W L) oLL N Z � 0 � yy�� �6 (7 �° �_ v 0. °3 >04 J L � E 0 .! M ir U 00 O r" _ a, a CD i- � o r co 3:N � r N CD � Lf) r �_ w CM T d ZIUD E E Q in c a. U � p JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. 1 ffolIrrw ' ' KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW F Li 1. For, LE111 i KITCHEN 0 M 4 (V 9 M 4 0 fV 0 co OPT. REF. KITCHEN MIRROR 0 00 OWNER'S BATH BATH 2 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- 0 z 24" TOWEL BAR TOWEL BAR IN Uj ON WALL ABOVE TUB OR SHWR. TOILET / w TOWEL BAR a ON BATHROOM WALL F- o _ SHWR. o _ MEDICINE w o C7 00 i VALVES 00 x CABINET TOILET C° SOAP PAPER CO o DISH U 01 HOLDERIUD 1 0z 0z -I c � C° 1 (f) O� CVO O �`� O M M � tCM N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS OWNER'S BATH O n O 00 INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT SINGLE EXCEED 12" MAY ROD REQUIRE A SUPPORT BRACKET 36" H BASE 0 o FINISHED CABINETS COUNTER TOP 30" H BASE CO CABINETS o 0 00 00 00 u- SIN I� [c) 1 .1 0 2x a r 00 FRAMING �1N - -11 - O Ch Co 1 /2" GYP N co = N (� co BOARD FIN. FLR. T. FIN. FLR.-1 CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS] 0 0 N O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W m Ell �p pi�p p N i J N N OND IL C" M W LL LL d N M W , to LL as 0)Eca 0 A m O ra 2 0 IL *ruW ME°'rn Om Q O a N N Q (h Z O z OO❑ W Z Q Z 8^S Z � J {v, d O Q)zW CZ (D �Q) U 0 - W ♦- V) N c E � �e Q) U • Milo W. co W z J LL- ff O N C its Z® CID U� F z o qa¢C jp Zc ~ CDC oa z O O 12 CV w o �o x �o ra N C 3i z J <� �z CL ou O O z a N W W co =1 0 J dN, L 0 M • U 00 Q 2 O C E T LO 0 = 0) .� N r T � T 00 E T M IUD d Z c £ 0 y y a U J Q JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. 2 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1� INININININI MINININININININI I I I INI MININI 14'-0" RIDGE VENT 12 5� 8"x8" SMOOTH TEXTURES CORBELS 12 12 0a' 12 5� �1" x 9" SMOOTH 5 /� TEXTURED FREEZE BAND HEEL ------------------- - T.O.M. — — HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. zo �l fG (TYP.) I F.FL. -------- ---- +3" SMOOTH TEXTURED BAND 1 FRONT ELEVATION — B1 SCALE: 1 /4"=1'-0" q.- N 12 1" x 9" SMOOTH �5 T-0" RIDGE VENT TEXTURED FREEZE BAND 12 ��5 ------- - - - - -- - , 8"x8" SMOOTH TEXTURES CORBELS /— 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. — 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/ 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. RF��s!ltllf!!�� .� O (b cw h� Q • v a aO`e`� 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. 8 a N # 0cs Lo J N n y# LL -, fIl w 0 J #Lu 5 LL LL N LL 'L Q� •j M � W N 0Z 0A vv)� 0 OF mp,( W ino C N J 2E°'a' �o2L Z LLW rn .F N o NQn coZ U 0 Z � rJ ❑�❑ W Z N C7 Z Q J V LLSL t V LU pCp LU U Q O w ty I 0 U w ~ O $ U • Q�w s CO Cn w Z __J 65 �d QL- E i; o sLL � z® E E Cc;$ o X U L)0 0 U o C N a 0 �S a z �W m C X OLL z <wpw 8� U a W (� �O Fk Z 8 IIIIIIIII� co � " J dN'� L ci m c� > ._ n/ 0 U M CCO LL j �\ C o p 0 Al 00 0 I� o T -V M 0 = N r M IUD 00 rn Or 41 r iri to Z Z E O 0-0 � Q p -1 JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� 7'-0" RIDGE VENT OVERHANG BE CENTERI ON DOOR 12 5� 4' 12 zz:::�5 — — T.O.M. HDR HGT. F.FL. REAR ELEVATION - 131 14'-0" RIDGE VENT SCALE: 1 /4"= V-0" it RIGHT ELEVATION - 131 11 =1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not 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 contusion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. `����r,►rrrrr►r�. o, 0'J O ce 0 �r L : 44J; � To the best of the Engineers knowledge, infonnadon and belief, the structural tural 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 C. R Cnp fJ J M N � M n a: 5 _J LL LL a co LL' M W ' rn 0 zQ, Zra rn o c'ro c�� % 0 W Z L °� 2 E T _j :2 & N � O O U H J Q W 20 2Z N Z 1 Z p�p C Q d Sm N /Z/nn c V LL LLJ V O w � o _V 00 a S� C7 y w 2 Q LL E E v 9 sw �z z® oa cc w 0 Z O E N oa gp a � � i o ado � fa �_ C t o �¢ Z 41 � J �a < �w oZ O 0W Z W 0 O oLL H N Z JJ i H IIIIIIIII' CO �w om o� 3 0 2 CN120 = L c cm .> M U 00 2 O m a C.0 o T �"0 (0 N O7 2 Ce) T E E r M N L0 o Z Z m E O a U 0 Q p JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. 3.2 2" 1 2" N *NOTE: FOAM TO BE USED ONLY WHEN VARIES ^ 1 1" RADIUS 3 1/2" RADIUS 1/2" CAP RADIUS = � CAP iv CO REQUIRED BY COMMUNITY =,N iv 3/4" RADIUS1 i4t oo = CO SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" r 1" 111 BUILT W/ STUCCO. 1/2" RADIUS iv EDGE OF 111=4-VARIESa TIN 11_011 1- OPENING _ VARIES 1'-4" 22" �— VARIES 11 A 11 -Y `�' (� VARIES AN r 111 1 111 11_011 111 1 1!2" RADIUS 4" 11 a all Ilk = 21/2" DIU = _ LO T Le A' j1'41 µKV- ���� VARIES 1 _ 11 34" 1" 1° 1" BASE ra iv BASE T 3" IN 2" MIV T11 a 11_811 1,-0„ N 4" 1 �11 *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN _ �4 T REQUIRED BY LZIE 1'-6" COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2" = 111 11�11 1" ff 2" 2" 0. BUILT W/ STUCCO. EDGE OF I 2 ' OPENING_--�Y. q 0 1 1-1/2" THICK 1-1/2" THICK CV 2�, 10" 6" L = _V T r N 2" 4" 311 2" 211 N w � w � �, i 1-1/2" THICK _ _ 2'-4" �11 1,-5„ �11 " f2k =IN �...jjj 't 11�11 3" I I N ZD � � _ 1" VARIES ES VARICr Ld so W Q t VARIES VARIES 4" 8" 1 3�11 R1 �� T :- 00 N °° in ' in Q^ 6" 4" KEYSTONE F11 o� OPTIONAL OPTIONALYSTOKEYSTONE F11 Y"jj Rsa 2' 4a' R 211 r 4" GARAGE DR. OPENING 4" 3"" 4" WINDOW OPENING NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINMATERIAL 1 " 1ISH 4" 1'-6 1411 12" 2'-1" 1'-4",�. 2" • FOAM/ EPS IS ACCEPTED 5" 1 -12' 5q" T-8" 7" = N 4" T-0" 4" 1" 10" 11�11 1011 11 _ o N co co v = � = � T _ _ N A N ifl 1" c N 1" O r 6 N M M r 1" R70n r 1211 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM 0 POLYCOAT (HARD COAT) I I • ACRYLIC SAND FINISH r� 0 N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentiai Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea]. ��0�•• 8 N tp C^p iLL! oM N N C W)� LL. *w M a W IJJ rn dCLL aaLL' .0 Z> IC -0ra� m:3 IY 9 W. W°fpj rV CO ¢ Q IL Z � rrp� (1) z 5 R M z N V i ° 6 ❑❑❑ W M Z N M Z J M W a axj 3 LLJ �O w c `- Co LL-1 d^\ U _ • a o M M i� w z LL- cE E o s a� rC� ZSiL UO z N o� r0 y C o 1r m a o� z -8 U> J �tl >§ �Z a 3 8Z In w W cfl d °zld° 0 3 L W � .! CM U 00 �1 > 2 T C) C 1'- = O ai N O � r OMO rn E ro T M H iL ° Z Z £ O E N re C a 0 ¢ o JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. F 1 r I O 23 m rn O 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 co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or Window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FEPC DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS t TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q, EXHAUST FAN/LIGHT COMBINATION 1.® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FE9 PUSH BUTTON SWITCH (OPTIONAL) 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 D9 ELECTRIC METER owl ELECTRIC PANEL _011-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 200A INDOOR PANEL NEMA 1 200 AMP METER 0 200 amp 150 amp Disconnect POWER CO. FEED _� INTERSYSTEM BONDING Q TERMINATION PER �I NEC 14, 250.94 J #14 copper to IIgMs d outlets #12 copper to 20 amp cMs X10-2 copper to WH *10-3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP DISC. GFI H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE u^nn nt-n c nt-no lVV I rVr\ .V1 r r r BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE: Y4"=1'-0" C� CDO N cg 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. Q 8 . N m G^p N it ♦� LQ raj N N : LL M ^ �' *k :h! 32 LL a M LLN U. 13 y M a. to art` as 0 Z �rnrn o ��8 mmo i � O Z; o (o Z IT M �03 Z ❑❑❑ W c9 C Z Z c v J lh a. ro -0 V LL _L 'U N LU o " � V) �V1�0 o M M = � W 3ZZ ii 3 R o E (C 0 z0 0 E XVU az =) oz Zo N �L gi .0 o wz M L4 0 C "o Z Z (n N Qwz Z 0Z W N d U� $ W LL az N W A o NLL z a �F �o co W124 zla c4 3 °N = W W c) CM 00 s o O to 0 rO � r 0) = N T (0 T CO LN a� @ ; r M ` N to c z Z E £ig N �j c a U � Q p JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. 4 9 N N 0 a N O A W ATTIC VENTILATION CALCULATIONS - 131 TRB ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SO. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SO. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required 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: 14 "=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1 /300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. 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'V41!!lffffjfp,ZIP I-' �,0 * Q� Irk 41� "YOFESS% 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 Bulkting Code - Residential eth Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W N J N LL " Q N rfl M W ' rp au! 4; a awo Z v0)0) m M c 19 o 2 CP a Z LLW rn itO NQcNnZ m Z U ❑�❑ W z z n Q � 0 4--J ra U W o a O c _ c A Qo Im LL. za O 3 �K Z• Q E U 0 z Z IT M Oa OLL' Z r0 w L a� ¢¢O G o w m f M yyy_ C in H O O kLL > z1= N J U� 8� u`ZZ7 MO �U a W �• N Z 9 zlec U `N = LA J L 2 cc c� .! : M U 00 4) p TT �, o m a to C r_1% E T M = o CV04 r L0 T T �N � a� _ M ` c `m Z c E E v :: c c a. U :2p JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. 5 Lam' llalL �i; ,�IYlYII1lVllr@ 41km jo 65'-0" 54" 1,_ 3- s, 5'-0" 5'-0" 1. 5'-10" 3'-10" 6'-0" _ 6'-0" 3'-10" 2'-10 5'-1163, 5, A H.B. TYP @ 1 STORY S3 U.N.O. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ , r o _ I � Cl) 16'-0" 1. 2-94 L. 6-10".' II 01_0 I C I fl \ SINK I DISP I ; I I I bo I I — — — I ; I �� �� ----- :. III A o Pn � L : , D.W. I I I} I M Lo S3 i L_I ••����•• I .. - : _—J CHASE TO IS D II o i I TYP @1 STORY U.N.O. STEPS AS REQUIRED PROVIDE 1 Yi' RECESS CJ — — — — — — — — — — — — CJ OPT• T eJ CJ ; I FOR SGD. �"1� REF. :::•:••••••••••••••• : CJ — I I ■ 10 10�' PER FIELD I MASON'S SLOPE FOR CONDITIONS LOW WALLS WIDTH j� I I 0 d 4'-0" I 16'-10" -12'-10" INDICATES FILLED CELL w/ 3000 PSI v CONC. GROUT FROM FT. TO BEAM r — — — — _ •— — — — — —J W/ (1) #5 REBAR VERT ABOVE SLAB ::::::::::::::::::...:::::::::::: ' ..... \ ■ ■ ■ I TYP @ ALL PLACES SHOWN I I TOP OF CONC.I PAVER T BE 4" ■ 2 #5 REBAR () HOOKED FTG. DOWELS 5" EMBED 0'-0" I 'I � HVAC CHASE BELOW FIN. FLR. ■ 4'-0" 4'-4" 4'-6" 01 VERTICALS w/ in „ �� W/ 25 EXT. ABOVE SLAB GRADE 401 BASED ON I SLOPE I FILLED CELL PROVIDE Y2" x 9" LOCATION I RECESS FOR FRT. POOR \ to v \ 2'-6'x2'-6"X1'-0" FTG I 3S oin, 25-10$#5 E.W. 9'- W/ (3)V 5•_0' ■ 61 -------- — — — ■ O (— \ CJ CJ .7inl TK (2) #5 REBARS3 TYP @ 1 STORY 3 I CC 83 VERTICALS wU.N.O. I C? AHU I FILLED CELL A._ 2'-6"x2'-6"X1'-0" FTG :: _ .. I ::3-5 _ _ _ _ r 7-1 2'-6" x 2'-6" x 1,-0" W/ (3) #5'S E.W. (2) #5 REBARAin VERTICALS w SLOPE, I I ""� T W/ (3) #5 E.W. G �� -3 1/2" I S3 o I I I OPT. D PT. I FILLED CELL —too O :::................ ■ I - J---------_ = 1' 5'-3" -10„ O I I. I T 3'-6" I co 1 (OV � ■ CJ CJ O ' ' I 2' 7a" ' ' ' 7'-10" 1'-I' EDGE OF SLAB 2" • I 3-1/2" MIN 3000 PSI CONC. I SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY I J N 3-1/2" MIN 2500 PSI CONCH K o `�; S3 U) SLAB OVER 6 MIL VISQUEEN I ^ I S3 I ' I , N VAPOR BARRIER T 35'-4" • • 20'-6" ■ • I I :: BUILDER TO 0'-0" I I PROVIDE I (2) #5 REBAR I : ; APPLIANCE VERTICALS w/ in 4-0 12 1" O PROTECTION FILLED CELL :: ' `° I WH• WHEN REQUIRED tt PER FBC ----------+— --- -- --------�' — -- +-- ------J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ V-6" L 5'- a A S3 TYP @ 1 STORY U.N.O. in 6' 5' H.B. [v"I 7- FOUNDATION PLAN MONO - ELEV-B1 SCALE: 14'=V-0" 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 VWVF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z w Cn .p a .. CL CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .� •� ;;1 '--#5 CONTINUOUS ,,: " ; . _• REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER ' �•• ' �•• �• BAR ONE FOR EA. ' ' • •- ' HORIZ. REBAR, TYP. •�•. U.N.O. •�...�•'.,..•.,..• ,� • •, •, •, ,.e "Alternate: ' The reinf. bars shall be •- •, • •- •, •• •, cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ;J r • �� * C) < e�� :�• Co Ile. ��� o t to wti���♦♦ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for Me sbuctural engineering portions of the drawing pages bearing Engineers signature and seal. W Q O � $ N f0 c^D N ik J N r # LL t» _j LL _ a ) LL N 22 , LL a , M W y d cu� a s > -c Z -0U) o Imo W M 01 LLZ ._� N p p J to � NQcnZ O J A z 0000 W z g J f7 d N m V) _ LL ■ tv U LU � Q Q ) V) o 2 w Q S r o M M W Z � z o >� Qo sg I 0e oa E V f0° C X U 000 O o � N a� `d° Z. o wz �W M .q mo Zz z J ° Z t)C SL a w 8� ° Z aLL r=� W i IIIIj tOD = 0 L (V = LA L a; U 00 N T m C E r M 0 0) d' CV T— T 00 a) L E _ M o Z E O E ca m c m a. U _j v M Q 0 c JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. 6 CJ1 CJ3 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D I 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 1 112" 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) 1 0dx1 -1 /2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / 26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 680 1 570 (20)1 Od x 1-1/2" MINIMUM 3" MEMBER ** REACTIONS *** DO NOT DRIVE ALL EPDXY NOTE: DOUBLE ARE FOR ROOF LOADS ONLY NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10.17-19 LOADS -- ROOF FLOOR JOIST SPACING OC FOR CARPET = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" AREA'S CJ3 CJ1 DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD W EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x Y GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI 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 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—B1 SCALE: %4'=1'-0" • �• 'Ch 6 •'C�t� rQ • .�1 s C% �"• � CEO ., e *• cp) � ` v .,` .�. tR 6,ti r ``SL���� 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 - Residentlal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 8 N_ f0 prp N ci � M N n N ip LL C7 $ d: 7 LL N �22 LL LL d a 13 , ' . S W to NULU � C LL as a Z z0 CI- OJ a 2 c Co Q 0 E Z W LL i g rn a. O)Np d0 m J N a Z � O Z 0 V ❑❑❑ W `C7 — M Z N(D Q J a � �1J _ M 4 V LL C1 u 0 W U 9 w ' o g U • Q o CID w ch o, z 1L. 0 �o oLL aR zo k� W9 CL I' aFo o Z N L ao z d C .2 m0 Zz z J m Q w > N R 0 2 z O �W W Q� o�o O CC) iIa a o 3 0 CN = T ^L' W � c� .! 0 M N U CO p 0 —° m CO 0 _ r 0 M n N L.n r" 00 ccT co T H L0 o Z Z E 0 m n 0 � Q p 3 JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. 7 11 __ .J l . 1 I.d , J - -,11 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. CastAn-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 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 817441B/1T8F4016/1T 8RF40OB11T 8F321B/1T ® © ® 8 FORM dr GROUT SOLID V `::*" _ R N UjQ p #5 BAR CONE. 8F12-1 B/1T O "V" LINTEL DETAIL SCALE = N.T.S. E F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY U 16- BM T tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. c pr7MW mtels = 35DO psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl 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. #S REBAR ALTERNATE POWERS IN. (1) REQ'D 4 CLEAR STEEL LINTEL A ° r 4 ° .M.U. #5 REBAR AT TOP a° a MIN. (1) REQ'D-� ° - d 1-1/2"CLEAR 4 GROUT D ° n J Q C.M.U. 5 REBAR AT • BOTTOM OF r - W O_ 4 - o LINTEL CAVITY wo w m W w \ \Q \Q OTTOM o ¢ CJ " REINFORCING PROVIDED IN LINTEL Q ¢ r7 j Z 1L o w a o ¢ N D D �o �. �o 5 REBAR AT B( AS INDICATED 7-5/8"ACTUAL " NOMINAL WIDTH (VARIES) tp S LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: Y4'=1'-0" 1111 0 O * OTC To the best of the Engineer's knovAedge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential6th Edition. Engineer's signature and seal Is on for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) r �a pp p� NDf � Lo C� t-Nfco p;"rn LL# ak di '7 32 1L N zr� N LL � a LL a y e 2 y 011L SS W W a Z0c 13 rn f - � W Cm19 5E iffic T m- d IL Z rn� N O �aMZ O z N O00 W Z N " z g < J d N Z LL D M � g � Q W•u v)0 C C) LU 0 U �S c g Q • co M w z 0.1 Q E O o® = f- '*U oa U V Oz Z - O E C °dz a z r0 C 000 O Ou z r3 ��O W Q U � � o U z a N W � C) oLL �_ w � il� U a �N = 12 d' J L .> CM U° 00 ^ L.L ILL (D o r O C 0 m C7 c (0 � H .o E T a •� T N O T CO � E co T M L0 d z E C)H E ` a 0 _ ¢ o "; JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308,3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. 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. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. 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 WIO 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 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1" GROUT FILLED MASONRY 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. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 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. U 0 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 = .1 2". 0 6 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'S 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. ALTERNATE T S 0 -7 BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler syystems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative 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 backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 requiree�s 9. FBC-R R318.1.5 - ncrete onerpo and mortar along the foundation perimeter must be removed before extenor soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be install,�d after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i 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 T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 TYPE: 56 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES, NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. `k,1 r HIV • Oft' N. � •; a poi Q, Z,1 • •. �'� Off'`. v �-. pRO F• �'f�iiilil 55\Oe=��'� tt1t�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings oomply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F Q $ N 'o pnp OO O C', iJk yOl to " J LL J LL,tli =LLN a a 03 2 � Y1 tM S Wa y tL a z -.ro- zz o 1%Z W Z L LL 2 E T _j < Of N p fY p h L LL NQrn- �03 Z U ❑�❑ W z z g J C� tl N QX M U s _ Ow H N E o ' U On C) w o g I U o • Q S� co Cn Cl) o w Z � E `5 s® s o cc 0 �i oa 110 0.I- E O XU a10 °�z $ �O O6 w N � L o ado X� m0 ra y OJ Oz Z � Z Q% 0 Q W 0� U W a U 3 °� ado NLL a W �k � O w a >I= t0 oza a >� J c T ^L1 W M C9 • ir U 00 4) r _ Q Y o C:) w, m O r 70 co O "It _ (V T O = 04 r CM 00 (0 ai CM \ to o Z Z E O E a 0 -1 ¢ o JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. SN to 2 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0 i w 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH 0103 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +t; + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) + + + + + + + + + + + + +4 + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + /++ + + + + + + + io + + + + + + + + + + + + + + ++ + ++++++++ + Backer and Filler Block Dimensions BCI RJoist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood anels or 2 x — P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 518" 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) Filler blocking 1/8" gap / 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 Ys" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas--20 of high or-20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" STUB -OUT FOR 1'-0" 0 9 0 GAS METER 0 o Lo � U N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 101-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'4" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (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) --I Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. QZ'/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) D (see table below) FILL CELL STD. 90° HOOK BOND BEAM 07 LU STD. 90° CONT. #5 BAR >I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 128" min. Small 2" min. ) gap max. � 4 max. /71 Clinch nails when possible Tight fit U f� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate ® BCl5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- d BCI 6000se BCl6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl90se 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing 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 wail, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. — Dr- tiU I HIV T VVnr_r1C 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 %2" ROUND IN CANTILEVERS. 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" V-3" 1'-T' 1'11" T-4" 0-9" 3'-2" 3'-7" Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" V-3" T-9' 7-4" 2'-11" 3'-T' 4'-2" 4'-9" 64" Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" V-T' 2-5" 3'-2" T-10" 4'-9" 5-7" 6'-4" T-2" 20 1'-0" 1'-1" 1'-2" 1'-2" 240" S-0" 4'-0" 4'-10" 5%11" 6'-11" T-11" 8%11" ---------------------- 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" T-r W-9" 5%10" T-2" 8'-4" 9%6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" 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. SIMPSON MGT w/(22)10d �GIRDERTRUSS NAILS TYP. 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. 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 10-1Old nails. \Install tight to top flange. Joist hanger 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 p oo lo depth lo I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM -/ • ' SEE PLAN FOR °• 4. • FOUNDATION INFO .• d' ' STEM FOUNDATION (2) #5 RE BAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE a . A PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE /1 PLUMBING LINE PENETRATION z a A J SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE e d a aa. a av L G .a a d 'Q v A JeA • .a a v SEE FND. PLN. SIZE & REINF. dE! se,1k op, 4p t 4 •• rr s ew �'ritc�cltlu� ` To the hest 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 Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W N g m t� 0 N C °NO LL tl! - _jU. LL LL a a aiOa: claaW' 0 Z vn(D R cm0 X o OC m W ro01— �2 U=A;z zJos Nac�z 0 3 z °� ❑❑❑ W z g U) Ln z .8 ,^^ s ■ N a --+CD V � OLu C U Q g � _ d, co w Z J LL�F z � �}4 z9 Q E U (6 � a � o z z— N to ?I o C (n C _o o w� o Oz <Z z _ N J aw s� >�3 g� o �z W oLL MJm m �ow wo o $� V zl�d v 3 0 CN = ui T ^L' W W c7 ._ 0 M Q 2 C) �1 C U o U (fl /I1 00 O T �•�••� Cal = N r - CM r rn ui M t'h \ 3 T y Lf) o Z z e C)r_ E a U � Q p _J JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. S N 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / 5/8" OR 1/2" HIGHS" STRENGTHCEILING BOARD PER CODE (OR 5/8" , GYP. TYPE X @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE (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 PITCH > 4:12 L0 ° (2) LAYERS TYPE I OR TYPE IIIII (#15 OR #30) UNDERLAYMENT - °' . a D 4 FOR ROOF PITCH 4:12 OR LESS. T PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. _ I zz/;HURRICANE ANCHOR @ EACH - - r= i TRUSS (SEE UPLIFT SCHED.) W/ 8" - I - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL �F►NISH 1x2 PT WD FURRING @ 24" O.C.-� 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W`1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 M 6 MIL VAPOR > BARRIER ; D 1 _z g COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 1 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS 411 _ SEE A/S3 OR J/S6 — FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. FBI �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE'T @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U N.O"OR 1(O HIGH STRENGT4W/, GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR �" GYP. TYPE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE R S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O. EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"1 TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 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 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OIL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 11 ° A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" ° ° 31/2" MIN. 31/2" MIN. ° ° ELEV.-0-3F1/2a a " 4 , ° ° 4 2x4 CONT° e ° A..F. 0 ° o = , ° ° - Ir� 31/2"(min.)-4" ° d ° ° N °C -rr rrr 0 •' r ° ° ° a ° 31/2"(min. -4" - - - GARAGE DEPTH VARIES d ° ° ° -•T ° ° ° g ° �" ' — (2) #5 CONT. ,-qTr rrr 81 r GARAGE SLAB AT STEP B TYPICAL BEARING WALL b STEP a SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. VC-S. M �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 1 WWF OR FIBERMESH ,=rl ° - 1/2"(min.)- 4" I.nin i 1-1 11='A1==11'=11`=1 • �� =11EE11, n�1=1 • r� ° SCALE:3/4"=V-0" � S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \44 M�N� Jobs LOAD BEARING OR INSULATION PER FBC AND ENERGY \,/ coN (1) ROW 2x BLOCKING @ MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` NOTE; FOR WALL HGT. _< 8'-6". (2) ROWS 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION WALL HGT. > 8'-6". SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500#, MIN. TENSION 2600# c ) *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24"MIN. LAP] #5 REINFORCING " BOLTS 6 MAX FROM E 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE �, WWF OR FIBERMESH TYP. r ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w ° , , ' ' 11 GRADE �, �— ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi U a 0 MONO OR STEMWALL ° ° � -0 n = FINISH GRADE 00 � 25 MIN. LAP [30"MIN, LAP] [GRADE 60 MIN. Fy= 60ksi] a — — � . D . • — —; 4 FOOTING MONO SHOWN p P - °O - l - - FOR CLARITY - - - 6 MIL VAPOR BARRIER e. ° R 1 7/8" rn r-r I - 1 - D D °D I=1 I=III=I I1=I 1=III=� . . ' N Z #5 REINFORCING BAR - -LT — p ° p 11 I -I I I-1 11=1 I I-1 I I-1 I I- ? ° ' T #5 LAP SPLICE (2) #5 CONT. -I NOTE: *FOR BEARING WALL ° ° P° 0 1=1 g I=1I(=III=I 11=I I I=I I I=I 11=I I I=1 I M 1-I 11=1 11=1 11-III-III- `" 1 I=1 I I=1Ili T COMP. SOIL. (COMPACTED TO • " ° ' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1'-4" 8" W/ UPLIFT ONLY = - - ___ 95%MODIFIED PROCTOR ASTM I 10" I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 1=1 1=1 11=1 11=1 I D1557) IIIII=III=III=III=III=III=III=IIIF1 -III-III-III-III I I-1 1-1 I I- �'- 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HQOK TYPICAL INTERIOR BEARING - - ;III-1 #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. / 0 ",I - Ihiu�11�11�11�11��11i�11�11E� • • MIN. TYPICAL THICKENED SLAB EDGE KT SCALE:3/4"=V-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13' •� O.H.D. RECESS N M cM ti . � r qr1 • T SEE A/S3 OR J/S6 , FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS rT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEAMM a INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a0 e °P E - 6 MIL VAPOR T BARRIER 1 1/2" RECESS FOR VARIES6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) = FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR •' „ = CONNECTION INFO ° TOP OF BEAM IV & LAYOUT DESIGN o - SEE ROOF PLAN c ° <' • " '• ° a (2) HTS20 FOR STRUCTURAL BEAM SIZE & Tua" CONNECTION INFO T ° a M - 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 = a SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c� TO FOUNDATION PAD _� ; INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' ON FLOOR PLAN SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ao z GRADE FILLED SOLID (SEE PLAN FOR _ TT=_ _ = a a _� 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� ;III=III =III- ° °•=III=1 I=11-I' rCnI WWF OR FIBERMESH ; z H w o I I -III-III-) I -I w I I -A ' a BRICK PAVERS or SLAB PER o w cLU U) w 0 0 = -III =1 I = • • °• -III -III z z qa - - 0'-0" FIN. FLR. COMMUNITY SPECS " -- ° _- - -- =1 151 III d I I -I 11=1 III -III -III 11=1 I I -III -I I I I I MI I I =- w III-III=III-' FOOTING �I•;IIIIIIlTillllll III=III-' BEYOND - : ' ti ..•. ; . :, PAD REINFORCEMENT ,ll 3" MIN. CLEARANCE (SEE SCHEDULE) q" q" ' •' ; r• ..-1p°I — FOOTING WIDTH SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" 1 S3 SCALE: y'•''•-0• SCALE: N.T.S. S3 rb _ ,O"t-IIIIA ri iE 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. N cp °'gyp iLLt ci 0 N I -, GND J W A LL J j u- N LL G 0 N M W IL w w >g'" a� 6 CcZ ;� mmo 2EcP spa UM=W 0�Na goy N a CC;,,z J z U ° ❑00 W z C14 "' z g J C7 fi N N z LL LU 0 N c U m ccoco �Q o W co J zo z � Q E o V CU o �z Wg o E O N �z t00 wz �w ram+ L vJ C v ¢ o .q '° m Zz z J m <W �z rn t W 8� z U W c3o WW ar �K oa W 'dam o mot' zl�a � 3 L o� � ._ CIOfY U 00 ; o 1� O a o C7 CD I— m 0 1 r CC 04 T� N O LI t— 00 LO E A:: T M h IUD o ? Z c E Q E m v c it U J Q JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. S3 (MONO) 9 m 0 LO M 0 i m 0 M I d d i O 3 a 0 E c i �3 t� 0 U 'o i ri 0 m N Z 0 0 a N 0 S- LO En 9 chi 12 �\jyp) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (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 LS SPACED EXTERIOR FACE OF BLOCK EVENLY EVENL 11 „MAX VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS /2 IMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .* STUD W/ (3)10d NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. 14 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK (1) #5 W/ BLOCK W/ ( NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT �■li�l�llil�l�l��l�!��I�■ ■■__r • •i .. -_ ?100TIE: ■■!lop II lid■■ ■■lii II!■■ NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4° FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J WEENA \\00001. �— W r 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cF IV 2x 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 11/2" AT EA STUD (USE SP6 FOR 2X6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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 a ° aq DOOR STOP MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET 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 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 O,Q SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. SOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL K"Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMf SON SP2 w/ (12)10d NAILIS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (- O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF . ' 48• SPLICE STAGGERED ATTACH ALL f EXTERIOR STUDS W/ IAI 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD 41-11 TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR - ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC /� RECESS SP4 SP4 / < SIMPSON SIMPSON SP4 SP2 1.7 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 / SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U �z a 2x TOP PLATE Cn /V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ' • HDU4-SDS2.5 wl (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1l4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT G • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE SS4 SCALE: NTS SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING o 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " d /O C v e 2X8 P.T. BOTTOM PLATE D 5/8"X10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 0SHEATHING • 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 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 vF • 4 �n3 q� ' �#. �• � s O N fit` �O i • s� • .... eta4'O F: 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. F 8 N o O O m N# 0 O O) 2 N r m di +N+M���O 3 LL LL u-d 0 M 4 W rA ai r u_ a a 0�zo Z -0foCn 5 i W —0 C000 m mom op W ILz CL 2 EcPm 0 CA N p Q.' Q N NQc+uZ U O J ° z ❑O❑ W 11 zn R N � GA_ z 2 Ur s u_ �U W O W 9 a®_ 00 ULU U .Q c Q a $ s� C C-11 M9 o W J LL ozoo ZZoN Q3 aE U - oaE z 7 00 S �z i8E N ¢W :9� Cx a) NJ 'o ox z S� of < 2 i 0- W a � 3 O w; o LL U tW �E yz =� 01 mi v �ry =1a ° 3 0 �N = 12 J a� W � 1` N 00 LL 4) ^ s o O m C7 c CO � E r = C) CV T r� 2 CD r MC14 00 f MC0 N LO d Z Z E O °' a U ¢ cc J JOB NO : 20-3571 SCALE : AS NOTED SHEET NO. S4 a� N N 0 0 a N O N LO A En SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND @ 24" O.C.7 NAILING SCHEDULE FOR TOP CHORD SHEATHING DETAIL SIMPSON H1 OA w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR - FIRST FOUR ROWS OF 45° t 24 MAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO �� 48 O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB 1_ 11 @ 8 0 0/C. EXTEND AT LEAST 90% OF MAX. & (2 TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EN EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 1 Od FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ EDGES AND 12" O.C. FIELD 2x4'7 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. T1\ WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 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 @ 4'4" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB 2 WEB, USE MSTAM36 w/ (7) —SECTION 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR M M " NOTES AND NAILING X-BRACING, AND TOP r N SCHEDULE FOR CHORD BLOCKING `° °° SHEATHING DETAIL INFORMATION 1 1 1/ ". 2"x4" CROSS BRACE WOOD TRUSSES ;° 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 411 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT D EACH JOINT W/ (2)1 Od & (2)1 Od EACH JOINT W/ TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2) 16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 7' ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS r2x4 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. EDGES AND 12" O.C. FIELD 77 -2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" J EA. END TYP. TOP & BLOCKING, FASTEN WITH BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1!4"x3" SIMPSON SP2 w/ 12 1 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T' ON TOP OF PANEL) OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 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) ) SECTION('09 SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IINIMUM 2x I OVERLAP TRUSS BRACING :ROSS BRACING4= PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 3EE PLAN FOR 10dx3" 0/C WOOD TRUSSES OCATIONS) 2"x4' TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JrUAX JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J l ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 5 S5 6 S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. `MINIMUM (2) 16d PER JOINT "-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3)1Od x 3" AT \- • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-0" T-0" - 6 4' 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4'x1 1/2' SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) l,V1Y 1 . OGf11111'1 L] � GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. yGo 90� LU 0 CORNERJACK C7 Y a U Er W z Ir O U HIP FRAMING REFERENCE PLAN 0 z w 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(::SI)SCALE: N.T.S. 5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL Mn GABLE TRUSS WEB SINGLE "L" BRACING DETAIL//_6 SCALE: N.T.S. \S� DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE '17 BRACE AS PER HIB 91 SCALE: N.T.S.11 S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S51 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ��tis�•r.�t��ct�er( -p• r • t �: r . re'�r* � O F E S `0 i{itttttt To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F 8 Npp (0 CQ O V 0 (0 r2 SO5n N J co N N N ao LL of d: 7 LL N ° LL U. a. �yM Z W C6 as W <ym 2f R m 0 it W a 6C � m iET 3 IL N:9&< co O W Q U H °° ❑❑❑ z z� Q o -M (n o �-J CD V LL 4—J (z co W $ U 0 IN N U, c E U U LU s c CD �Q w Z M F_9 U E wo Yo d7 Q E m of F o Nao X U do oa 00 �� ww .2 i °do mf ro U)C - C H. ym Zz Y z � J u� c�' ,e aw� i W CL U 3 .742 - 9 ado U a -z �G � o Z N < �a MI5 �o Mj CO o 3 0 �N = 124 ^L, W co 0 .� 0 co U 00 O O F— O E r .� = CD (VN T 2 CV) CD LOaz m w 1'_ M y LO c Z Z E 0 hi `m c a.0 _j Q JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. S5 3 IS DRYWALL 1x4 112"DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. MAX. 8" PROPER INSTALLATION ♦ DO NOT DO THIS 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. ox4"/2" APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR P, ♦ (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. FURRING 3l16"� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" 3-1/4" LONG X 3/16"0 FURRING E #5 REBAR ♦ ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCONS TAPCON. INTO TAPCON @ 16" O.C. & 4° STAGGERED @ 16" (fYP,) ♦ ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL PER MANUFACTURE MASONRY THROUGH 11 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL `STD. 90° HOOK (TYP.) STD. 90" ♦ /j 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. „ STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB REFER TAPCON @ 16" 1x4 P.T. ( TO PRODUCT D'o/i TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER FOR CONN. 1x41!2" DRYWALLP TE: t[B DOOR JAMB (REFER EACH END W/MIN TO PRODUCTAPPROVAL �� APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" TO PRODUCT 2 EDGE DIST. ' ♦ SHEATHING TO TTOM OF BAND APPROVAL FOR CONN. x 3-1/2"TAPCON @ 16" 1x4IST TYPICAL (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACHFURRINNOTC TAPCON 16" O.C. & @ END C MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ±2° @ FIRST COURSE MPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 '' ♦ INTO BAND JOIST & (4)1/47x2 3/4" 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" 0' 3-1 /411 DETAIL NOTCH WEB AT THE ' ♦ ±5AL FIRST 2 COURSES TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 114" x 31/4" TAPCON (1 1/4"MIN. =1610 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS f . BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1l4"x21/4" TITEN = 2150 #) .,: 2 x 8 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE . BRACES INSIDE TO ALLOW FOR INSULATION () 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR OR FURTHER INSTRUCTIONS. . . SCRIBE (NOTCH) FACE OF ARCH W! (3)10d NAILS .:A' ` BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN .`L:. ;CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INTO ARCH BLKG. PER " RETROFIT WALL OVERHANG DETAIL NTS) 4 MIN. OF BRACE INSTALLATION DETAILS A DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO T-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4Y? 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 10d NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , X OAF TO TR(2) RygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. (FNO7/y 1 r_Orr 5r-On SCALE: N.T.S. SS 12 + + —PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + 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 > ► ' ► 'Ip „ EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT • /4 MAX 2'-0" 8" TRUSS + SOFFIT • . ►' '' .' ► ! #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i + „' p• 1-0 • ? • • CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP • ► • '► IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS ► •� .�' KNOCKOUT / iv 8d NAILS @ 8" O.C. AT BUCK :; • CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE B LSAVERT. EA. E(ND NAILS PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR • = � . MONO FOOTING - _ ., � ,�.. .•►• VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN — BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. 7 AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -I s 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .► • DIRT b Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4 - MAX SEE P " PRECAST LINTEL •:. °q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTHJ SEE ELEVATION ffTANDAIRD #5 BAR IN s HOOK c� TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL •• •. • ` 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16 O.C. MAX. OR IF MASONRY (MAX. 4-0) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE 2 1/4" X 31/2" TAPCONS AT 16" () . ` '� INSTALL WDW, SCREW -------- CREW THRU OSB INTO 2 x 8 O.C. • , f' r' � • f w , ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-g SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. MONO TO STEMWALL FOOTING SS SCALE: 3/4" =1'-0" 1.11SS SCALE: 3l4" =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 SIM SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2"NAILS TO STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET' #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER �� 6 -0 EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 71 o v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n 10, ► w _j A REINFORCING AS FOLLOWS: ::' :' ¢ V5 1 * -.. SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;:',.: p' e U g * :.':: ;;.::;.:-•:::..: PRESS PANEL REINFORCING INTO PLACE. c� #5x6 EMBEDDED INTO z z 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL o' ► EXISTING FOOTING (2) #5x6 IN CONC. Q ;n SMOOTH. DO NO FURROW. ' '" ' `' ''' ,.° �, FILLED CELL ° DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT xd GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: c� ° ► REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. n TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT a ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° 2 #5 REBAR. MIN. 3" I TOOL OOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE NTS �LOWER WEDGES FROM COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY 7rEXISTING A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 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. >>1►1111/��� �QIN � ' �,� '� mot`' 44�•''' � • •�ry 1 Z ; 0 0� G A� s • � 4 AQ' �••. O 0 ,ES,, To the best of the Engineer's knowledge, information and belief, the structural plans and speciticadons contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 CQ G N V pp J M M� N� W LL 404 fA LL� u U. _ ui rNi � w to C li tL a W Q(n9 Z z�— I mmo 2ET Z ILLLW tr 9 p O J N Q M z z W z N z M o � —1LLj OW G) N YZL/) c � ao5 Q sr W M M LA_ zc Q E E Z• oa Z E U t@ 'd aE U O i ao w ro N C C �x �f a z i z ii J � �� >Z � w W L 3 tZ 3 T g a a N U aLL � o� MI5 _ co R chi 3 .2 0 J W 0 U 00 'o 22 TT O ^C ^'' 0 Fa C7 CO t— cv CD0) _ d" .� N T— 2 CD � T T M L0 H o Z Z E B iu = a ci _j ¢ o JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB-___ 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 4 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 'r-= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 3;"A TRUSS (2)12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 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 (OPTIONAL) „k 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 OL 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 D 16" O.C. MAX. INFO. 4 SECTION @ ENTRY r8 SCALE: NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 11 7/16" OSB FLITCH PLATETL SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/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/ 00) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ___] A F 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. l-7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON 44. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a(24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d 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 J OR IF 2 PLY TRUSS SIMPSONZ • LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCK►NG 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 s SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/—" L (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 hryro cb 3 0 Q• io 0FE'5 00N� 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. j E co $ _,w - 4 9R ci MNN c 53 & -, w t h 0 0 gLL LL a co N 4 6" w mmi� aaw Z — Byrn �2O m s 2 m W 'm o ti 'O m � 0 W Z us M E&rn o n M@ N O � O � a A <co z V 0 J d< Z V ❑❑❑ W z N N Z 09 QQ Z O Q v a c/10. cc z V s Ur o � 0 O W V) c t/) � '® � o U 00 W _ t _ M� M w ZZ o Q z® Q Acc tcc R 00 0 V zO E N ap ao °do az aW .2 fo C p� yo m0 oLL az zCO � J gZ N �W Wram- ca. o Z W ; 3 =o LL =W Fk y Z �I8 o MjW a Ups 2 0CV = t T W a ,> n/ U 00 aC o 0 O 0 (O o T f0 NT 0) rn L E :3T M w o Z Z = E Q E fe L C a 0 _ a o 3 JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER JJJIII TAPE (ASSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r v+on n��a SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary w$ W oc in WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING WEATHER SELF -ADHERED FLASHING RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SUBFLOOR ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING rv�arnl�ta 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 8 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) E AM SELF-ADHER O 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING migm_� 1i �I Z g rr a a PLASTER STOP - = Cn W CONTINUOUS BACKER - U ROD & SEALANT W Lu x Cr Q Ix W � ° A 8 2 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHI EXTERIOR CEMT. FIN. BUILDING PAPER FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4, A water -resistive barrier is described as a material behind an exterior wall covering that is intended to NG resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a O water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASE ADHESIVE AS SHOWN) ER TO SE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish a SELF -ADHERED FLASHING INSIDE CORNER ---(Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE �I 1 THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. ' 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) 0 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS9 1STER STOP A NTINUOUS BACKER ROD EALANT UENTITIOUS FINISH FRAMING SHEATHING NNE WRB WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. i Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 (V To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q N O O Vi Lo 0 MN� M ID J Go LL J ik M LL rn M LL U.0. 4 0 c ii a w a 0 Z Byrn @09 9 o M$O J W LL �¢ 2EcP mI Z CN ° 3 Z ° 6 000 W R;; z z d O � Ur M V LU � Ow V) �N C11 E i w co 74 co M M W 2 J g o "W9 aQE oz® k� oa W F-' O 5U ao 0 =0 gZ, Z o N �o o Ww oo rp C == 3i U �o � o 1, Z z >Z J In �" a, ;S g U W a �LL �W J� 0zla U � W .� M 00 LLX > O Q /1 C u 0 2 0 /I\ m O r cc = N r COO (0 - T E r_ T M H 0 Z Z E w m a U 0 p JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. W P HUfRR/CANE Mounting Bradwts (10 Gauge) 4h1 /2' x 4-1 f2" x 2-12" See Amhtar Scimiduie Bolts 1 r2" DI& A32S Gals. (TYp-) Q IT 1 iD-5i8" washers Set hocking Nuns Back Crass Support ' (May be cut to W) Right Bracket(16Gauge) fi 14 Self-Dril[kV Screws A/C Wit Bottom Edge ----Hurrkane Strap (TYpk2l: 3 in front) Front Cross Support (ram be cut to w) Left Bradazi (15 Gauge) 9145elf-DrAfltg Screws Thru 15facketS & BackCross Support Into A/C Unit Bottom Sidi* (Typical: 3 each stile for hurricane use) INSTALIATION INFORMATION Florida Department of Business & Professional Regulation Pape 1 d2 Building Codes and Standards 18 Product Approval Application Detail S3.4t Enil4Lst 9xs 21ia Date Pendno g2 nip! yersiPB Manufacturer contact Engineer & Licaare Validated av Validffiadsubmitted FSC Approval Approved Revision 2017 Gulf Coast Supply & Manufacturing, I.I.C. Eng David Daniel S. Kuhn Locke Bowden P.E. 10M 22017 10M02017 10/172017 12/122017 Approved Category: Roofing (352) 49"778 PE-75519 (334) 300.1800 Subcategory: Metal Roofing infofguooestsupply.com Compliance McMod: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ._ AR Product Model. Number or Name Oud& Product Description Contragi Assurance exdratlan Date Aoprovetl for Uw Approved ktHVHZ outside Tor Uu NVNZ Impact Resistant EQiW¢ 1 0.032&qud; Aluminum 5V Crimp Min 0.032&quct; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes NIA +N/A/ over 15/32&quoit Plywood -108.5PSF 2 0.032" Aluminum Gulf Lok Min 0.032" Aluminum Gulf Lok 16&quoL Wide 04/122024 No Yes N/A +N/A/ Roo/ Panel over 15/32&qud; Plywood -116.OPSF 3 1" 24ga. Gulf Snap /&quoit Gulf Snap 24 Ga. 17" wide Roof Panel 04/122024 Yes Yes N/A +N/AF-131.OPS war 16/32&qua; Plywood 4 1"e 249s. Vemal-oc 1&quoit VerssLoc 249a 16.5&quok Work Roof Panel 04/122024 Yes Yes NIA +N/Al over 1582" Plywood -138.5PSF 5 1&quoit Versal-oc .032&qud; Aluminum 1&quct; Versaloc min .032" Aluminum over 04/122024 Yes Yes N/A +N/A/ 15)32&quoit Plywood -101.OPSF 6 1.5&qud; 24gs. Gulf Snap 1.5&qud; Gulf Snap 24ga. 16" Wide Roof 04/122024 Yes Yes WA +N/Al Panel over 15/321liqud; Plywood -116.0PSF 7 1.5" 24ga. Versal-oe 1.5" VersaLoc min 24ga. 16&qud: wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32" Plywood -123.5PSF 8 2" 24gs. MegaLoc Min 24 Ga.2&qud; MegaLoc 18&quat; wide Roof 04/122024 No Yes N/A +N/Al Panel over 15620ua; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16": Wide over 15/32" 04/122024 No Yes N/A +N/AF96.7P8F Plywood 10 24 Ga. Gulf Seam Inn 24 Ga. Gulf Seam 16&qud; Wide Roor Panel 04/122024 No Yes WA +N/AF93.5PSF over 1x4 Wood Purens over 15132&quat; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam. 1 3I4&qud; Snap Lode. 04/122024 No Yes NIA +N/A/ 16&qud; Wlde Roof Panel over 15/32" Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Camp Roof Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/A/ Plywood -156.SPSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15f32&qud; Plywood 04/122024 No Yes NIA +N/AF131.P8F 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 1x4 Wood 04/122024 No Yes NIA +N/A/ Pudins over 15/62&qud; Plywood -156.5PSF 15 26 Ga. Gulf Lek Min 26 Ga. Gulf Lok 18&qud; Wide Rod Panel over 041122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/122024 No Yes N/A +N/AI.63.5PSF 15/62&qud; Plywood 17 26 Ga. GuffPBR Min 26 Ga. Gulf PBR Rod Panel over 15/32&qud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2 d2 Building Codes and Standards 3rAM18 Product Approval Application Detail 9W product Model. NuMa a Name Qaslkv Product Desorhollon Contractt Assurance Elmlratlon on Aporoved fa Up Approved In HVNZ Outside for Use HVIiZ imint Reditwt g� �ggiJg 18 26 Ga. GuJfPSR Min 28 Ga. GUIIPBR Rod Panel over 1x4 Wood 04/122024 Yes Yes N/A +N/A/ Purl ns over 15132&qud; Plywood -151.7PSF 19 26 Ga. Gu1fPBR Min 26 Ga. GUIfPBR over 15fd2&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. Gu6PSR Min 28 Ga. GuIfPBR over 1x4 Wood Pudins over 04/122024 No Yes N/A +N/A/ 15/62&qud; Plywood -151.7PSF 21 26 Ga. GulfRib Min 26 Ga. GutfRb over ix4 Wood Purfins ova 04/122024 No Yes N/A +WA/ 15f32&qud; Plywood -164.2PSF 22 26 Ga. GuffRib Min 26 Ga. GUIfRb over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GuM2ib Min 26 Ga. GuhRb over 151321,qud; Plywood 04/122024 Yes Yes N/A +N/A/ -159.2PSF 24 28 Ga. GutiRb Min 26 Ga. GulfRib over 1x4 Wood Purfins over 04/122024 Yes Yes N/A +N/A/ 15/3241quota Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GutfRb over 1x4 Wood Pudins over 04/122024 No Yes N/A +N/A/ 15f62&quok Plywood -123.5PSF 26 29 Ga. Gu1,Rib Min 29 Ga. GUORb over 1582&quck Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GUIfRIb over 1x4 Wood Puriins over 04/122024 No Yes NIA +N/A/ 7M6&qud; O.S.B. -101.0PSF 28 29 Ga. GutfRlb Min 29 Ga. GulfRlb over 7M S&quct; O.S.B. 04/122024 No Yes N/A +N/A./ -116.OPSF search Criteria Code Version: 2017 FL a: 11651 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Nams: ALL Product Descdpaon: ALL Approved for use in HVHZ: ALL Approved for use outside NVHZ: ALL Impact Resistant: ALL Osetpn Pressrae: ALL Date From: ALL e T ALL Sc4l1!Entity or =2 gas Data Pandnd fta tea! Version YiDtd kigilM contact Endinew & Licarm Validated By Y FBC Approval gpiar8vad Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08M72018 08M7/2018 0823/2018 10i082018 Approved Category: Structural Components (677) 441-8368 PE-73778 (334) 300-1800 Subcategory: Products Introduced as a Result of infoCsmadvent.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect as Licensed Florida Professional Engines DNA QualthrAssurance Approved for Use Approved iD iitQii Outride for Use HVHZ Imp B2e9t geslain Pressure 1 SmartVent Model #1540.510 Dual Function Flood and Ventilation Vent 12/31/2020 Yes Yes N/A +1001-100 2 SrrartVent Model e1540.511 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes N/A +1006100 3 9maRVent Model 01540-520 Insulated Flood Vent 1213112020 Yes Yes N/A +100%100 4 Sm rtVent Model #1540-521 Insulated Flood Vent 12/312020 Yes Yes N/A +100/-100 5 SmartVent Model #1540-524 16Squct; Garage Door Flood Vent 12/312020 Yes Yes NIA WA 6 SrnartVent Model t)1540570 Wood Well Insulated Flood Vent 12/312020 Yes Yes N/A +1001-100 7 SmartVenl Model #1540-574 14.5&qud; Garage Door Flood Vent 1213112020 Yes Yes N/A WA v�,,n u. _,- 3T.. V -.-� A3 , FL17244.1 ., W rH 9" #t .u..s r,. .: '.".' ESR-3455 12/31/2020 4' A23 `3h�- - FL10446.2 '+�^{ - 'WWIOW ESR-2606 38 12/31/2020 HD210-2 FL17232.3 ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 12/31/2020 HD212-2 FL17232.3 ESR-3445 12/3l/2020 HU212-2 FL10856.4 ESR 2549 12/31/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/202D HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR3445 12131/2020 HU26 FL10856.3 ESR 2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 12131/2020 HU28.2 FL10856.4 ESR-2549 12131/2020 HD410 FL17232.4 ESR 3445 12/31/2020 HU410 FL10856.9 ESR-2549 12/31/2020 HD412 FL17232.4 ESR3445 12131/2020 HU412 FL10856.9 ESR-2549 12/3l/2020 HD610 FL17_232._4 ESR-3445 12131/2020 HU610 FL10856.10 ESR-2549 12131/2_020 _ HD0410 - -FL17241.7'__..._- ESR3444---___-_ 1V31/2020 HUCQ410 FL11468.11 SIM200804 12/31/2020 HGA10 FL17699.1 Evaluation Report 1213V2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 _ FL17236.7 ESR3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12i31/2020 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL71473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/3l/2020 HETA20 FL11473.5 SIM200802 1213l/2020 HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 12/31/2020 HTT45 FL17324.2 Eveluation Report 12/3l/2020 HTT22 FL11496.1 ES-0130 12131/202D HTW16 FL17244.8 ESR-3455 12/31/2020 HTS16 FL10455.22 ESR2613 12/31/2020 HTW20 FL17244.8 ESR3455 12/3l/2020 HTS20 FL10456.23 ESR-2613 12/3l/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12(31/2020 HTW30 FL17244.8 ESR-3455 12/3l/2020 HTS30 FL10456.26 ESR-2613 12t31/2020 HTWM16 FL6223.2 Evaluation Report 12131/2020 HTSM16 FL11473.11 SIM200802 12131/202D HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 -- - - _ FL6223.3 _- -..�..T_._ Evaluation Report --- 12131/2020 HGT2 FL10456.18 ESR-2613 12131/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR 2613 12/31/2020 HUS210-2 FL17232.6 _ ESR-3445 - - 12/31/2020 HUS210-2 FL10658-R4 ESR-2549 12/31/2020 _ HUS212 2 -- FL17232.6 --T ESR-3445 {-- 12131/2020 HUS212-2 FL10856.11 ESR-2549 12/31/2020 HUS26 FL17232.6 ESR3445 12/3l/2020 HUS26 FL10856.11 ESR-2549 12/31/2020 HUS28 FL17232.6 ESR3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 FL17232.6 _ ESR3445 12/31/2020 HUS28-2 FL10856.11 ESR2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 W24 FL10555.103 ESR-2549 12/31/2020 JL26 FL17232.7 ESR3445 12/31/2020 W26 FL10655.104 ESR-2549 12/31/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 LUS210-2 FL10655.107 ESR 2549 12/31/2020 JJS24 FL17232.10 ESR3445 12/31/2020 WS24 FL10655.109 ESR 2549 12131/2020 JUS26 FL17232.11 ESR-3445 12/31/2020 WS26 FL10655.111 ESR 2549 12/31/2020 JUS26-2 FL17232.11 ESR-3445 12/31/2020 WS26-2 FL10655.112 ESR-2549 12/31/2020 JUS28 FL17232.11 ESR3445 - -_ 12131/2020 WS28 FL10655.113 ESR-2549 12/31/2020 _ JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/3l/2020 LEGS FL10667.71 ESR 2615 12/31/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/31/2020 LSTA12_ FL17244.18 --_- - - - - ESR3455 1213l/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/3l/2020 LSTA18 FL17244.16 ESR-3455 12/3l/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LSTA24 FL17244.18 ESR3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 12/31/2020 LSTA30 FL17244.18 ESR-3455 12131/202D LSTA30 FL10852.4 ESR-2105 12/31/2020 LSTA36 FL17244.18 ESR3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 LTS19 FL17219.2 ER-0200 12/31/2020 LTT19 FL11496.3 ER-130 12/31/2020 LTS20B FL17219.2 _ ER-0200 12/3l/2020 LTT20B FL11496.3 ER-130 12/31/2020 LT n31 FL17219.2 ER-0200 12/3l/2020 LT n31 FL11496.3 ER-130 12/31/2020 LTW12 FL17244.8 ESR3455 --------- 12/3l/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 LUGT2 FL1724_0.2 _._.._-....................-.._,........_ _..- ESR_-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 _- MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR 2606 12/31/2020 MP34 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR2608 12/31/2020 M134F FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR 2606 12/31/2020 ..�.MP5 FL17244.22 - -- -- -- ESR-3455 12/31/2020 LS50 FL10446.16 ESR 2606 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/3l/2020 WM1416 FL10667.86 ESR2615 12/31/2020 FL17244.18 _ ESR3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 _MSTA12 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL70852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 _ ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 12/31/2020 MSTC52 FL17244.26 ESR-3455 12/3l/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 MTW12 FL17244.8 ESR3455 12/31/2020 MTS12 FL10456.33 ESR-2613 12/31/2020 MTW16 FL17244.8 - ESR-3455 -- - 12/31/2020 MTS16 FL10456.34 ESR-2613 12/31/2020 MTW18 FL17244.8 ESR-3455 1W31/2020 MTS18 FL10456.35 ESR-2613 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR2613 12/31/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12131122020 NFM35X12 _ FL578.2 Evaluation Report 12/3l/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/3l/2020 PAU44 FL17239.13 ESR3449 12/31/2020 HDU2SDS2.5 FL10441.4 ESR-2330 12/31/2020 PAU66 FL17239.13 -~- ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR 2615 12/31/2020 PHD2A FL17219.3 ER-02o0 12/31/2020 FGTR FL11473.2 SIM200802 12/31/2020 PHXU3516 FL17241.20 ESR-3444 12/31/2020 CS16 FL10852.1 ESR-2105 1213MO20 RFUS FL6223.5 Evaluation Report 12/31/2020 1-11 FL10456.5 ESR2613 12/3V2020 RS150 FL17244.27 ESR3455 12/31/2020 H10 FL10456.6 ESR-2613 1213WO20 RT15 FL17236.3 ESR3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 RT16.2 FL17236.2 ESR-3448 - `- -- -� 12/3l/2020 H10A FL10456.6 ESR-2613 12/3W020 RT16u4 FL17236.2 - --- --ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12/3l/2020 RT3A FL17236.3 ESR3448 12131/2020 H4 FL10456.14 ESR-2613 1213WO20 RT4 FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 12/31/2020 RT5 FL1723_6.3 ESR3448 12/31/2020 1-12.5 FL10456.11 ESR-2613 12/31/2020 --_-- Rti-_. �- FL17236.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2613 12/31/2020 RT7A FL17236.3 ESR-3448 12/3l/2020 H8 FL11470.3 SIM200803 12/31/2020 RTSA FL17236.3 _ ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR3455 12/31/2020 SP4 FL10458.43 ESR-2613 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 _ SPT8 FL17244.32 ESR3455 12/31/2020 SPH4 FL10456.46 ESR-2813 12/31/2020 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 12/3l/2020 SPTH6 FL17244.32 ESR-3455 12/31/2020 SPHS FL10456.48 ESR-2613 12/31/2020 SPTH8 _ _ FL17244.32 y ESR3455 12/31/2020 U24 FL10655.141 ESR-2549 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10855.3 ESR-2549 12/31/2020 THD28 FL17232-16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR 2549 12/31/2020 THD28-2 FL17232.16 ESR3445 12131/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL17232.16 ESR3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8SDS3 FL10441.1 ESR-2330 12131/2020 THD612 FL17232.16 ESR3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 THDH414 _ FL17232.17 ESR-3445 12/31/2020 MSTAM36 FL11473.19 SIM200802 12/31/2020 UGTS3F FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/31/2020 UPHD8 FL17219.5 ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 12/31/2020 LGT3SDS2.5 FL11470.7 SIM200803 12/31/2020 - LGUM26-2 FL11473.12 SIM200802 12/31/2020 May 27, 2020 i PRODUCT APPROVAL SPECIFICATION SHEET (2018) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cate gory/Subcategory gory/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, 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 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WIndCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst she) 12/3l/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-65.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HOR120NTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 WA 12/31/2020 PGT Series 5500 FL261.1 WA 5/26/2021 E. OTHER 3. PANEL WALL _ James Hardie Building Prod. --- - - Cemplank Lap Siding and HardePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 WA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 WA 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 WA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 WA 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 WA 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 WA 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 WA 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum Gulfi.ok 16" wide roof panel FL11651.2 R3 WA 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 WA 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 WA 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 WA 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1- FL2197.5 WA 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 WA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 WA 5/25/2024 The ducts listed below did not demonstrate duct a oval at an review. I understand that at the time of inspection of these pro pro ppr p pe products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) - - { i APPLICANT SIGNATURE DATE /'W ^W i Cn �2 - to O �--e V Q C 0 C .� CU V 'C a- Cn O 0 = 0 �0LL O 3 O O .� � � O Q a- F--._W< -0 C W J Cn CIO U O C�/D � CID CIO M W L cW G a z J Z Q J a. SHEET NO. PA 1,0 Ln version N&arhmumt R4uINm 2017 7hocrei Corporation CaNgarr Exterior Dews SubCat".1r. Saagi g ExMNo Doer Assemblies Complier- Method: e4&kW en ROW from a Fklldd RspWsrw Arcwed a • Lle4ruM Fkxlde Prarenxnal Ergbser agoaLaLakiak ii Predua YedN. Numbs wNeme 1 a. Thwm*Tru Fbw43=ic and Smoeth•Slr ailaii'�latYd� AK9 Protrm Yadd. Nhar4r w Nema t SERIES 420 ALUMINUM SGD 2 SERIES 420 ALUMINUM SGD 3 SERIES 420 ALUMINUM$GO REINFORCED 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED PLM1atl#7 Mt■ mom" Nowwo t Ravlolon 2017 CURREBOlrlelbo(AADO,ito 1, - I: Edld Dews &ACerinty: Eiwior D—C-W-Wllo Coaplom Mcaet C4rIMWMn gawk ors LM M led 1 W. M7,727,747, and M7 SY4pa and Pies of Doan Building Codes and Standards Product Approval Application Detail EndtYoc ggpylg BO�.illifMt vNlawa ev Pods Wight Lyndon F. So ml0. PE. Ryn J. King, P.E. (419) 2961740 PE 4908 (813) 767- M rikkmarwbldgismeUtrds. can Pam 1 d a Florida Departinent of Business & Professional Regulation 12/1212018 Building Codes and Standards Product Approval Application Detati pia pan. DataPomm,e pmt pant FwYDLac yyldishid g1QmLuw FBCAmmwl A—,,d l)LYaL Mat yaailt tiaglEl6ilaL S.91d16 5em-eraunrw. vNlaet.eb 10M5M77 07A2M17 IOIIWA17 12MMM7 Approved Review 2017 Thames•Tru Corporalon Rick IMIgh1 Lyndon F. Schmid, PE. Ryn J. King, P.E. Category: BdKW Dees (419)2WI740 PEJ3409 (613)767-MM SuoCregorl. SWnOM9 ExUdor Door Assemblies ricked bldgameAama. Compliance Method: Lin Ron lnrm ■ cam Florida Rogisland aaMod a A LNdresd Florida Pro% , Engineer Pem3da 12Jix2014 pmt 20 Date Porters prtt Aidadgia FSC Amnawl ✓LQa4YlQ dam" 12A3/2017 12A3017 112121,20117 02A312016 Approved Aaereved her Use Amnxed f-U,, -ease. mYaECataV7M'd lainet glMi . OhWiNA.waan- Aeexavwfwua. Ammwalwuse sae.ce D4NM irlit )pyvHZ Outside HVNZ flidamit P—Ym, �R Pradhhd YedN. Numberer Noma c 1n HVW Outside 14Vr2 R.Wxt m P—re Normal 80ANorHmpedrged; opagw 1221M20 No Yes No NIA 1 a. Therms-Tm Fax -Clank aid smootfSla Nominal B&ab9:e &gua3�lmpatldgro4 Op"w 1221M21 Na Yas No NIA Conclude Edge FLwgia" SIM* Doan Capmse Edge Fewgises ShgN Dow ondMngprAsvili X c-%wA-) SrsesiolDitut; X cwAlPxalern) Dow" 1 Yse No NSe 6 L ThermeTru Fbr-Chock nd SMOODt SW No" OMI.,O dgp(Non-Impeo Wee; Opoto 12131202 Composes Edge Fiberglass Single Doan Composee Edge Fbgtws Single Door NomYN G&M;8 dgrmt ctalprpr; GhMd 12Al2= No Yea No NM 9 I.1haantTru Floax Clasak and SmoalltsM N) Nominal SM109:e " SQd; elssd 12J31= Cw"go Edge Fboron Slpls Doan Cnlpdab Edge Fbw*n Single Door PnnaknWad^drg: X ewfgxran) Onewi geOtift i g; X cwdlaweeon) Florida Depertrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail SERIES 420 ALUMINUM SOD OXO 145-3/4&quc4x80&qua4 1,10144MINFORCED SERIES 420 ALUMINUM SW OX XO. XX 9S&quax80&qud; NON -REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145-W4&qua;x96&quct SERIES 420 ALUMINUM SGD REINFORCED OX. XO. Xx 9S&4uo4x98&qud: SERIES 420 ALUMINUM SOD REINFORCED XXX Pape 2 o12 f20r2m Quality Assurance Atermmdfw u- 1n WA2 AOProxed for use t timm 111'elMart gk m Imo. LM 12/312020 No Yes No WA IWI2020 No Yee No WA 12/312020 No Yes No WA 12r312020 No Yes No WA 12r312020 No Yes No WA Florida DepaMrM of Bwkwm & RohmioW Regulation &"V codes and &arderds Product Approval Applloadon DOMN Pep l xnl lmmis N1mLm 21b min mOLlMia D1a goo= Anob La MM 3&mdmm )(lldrn N1amWl arA■aall Aaamil a" Deft Dare LL LLC Ted lso en, PE l li& 2017 1WM=17 12ASM77 APpowd m41) 49&■s4 (305) ON4707 SAD In 9mWAL Amlk An al mohair lard Olaf fiThliLmmaDala Jam gubilL NQ aiham ITrlla Fhok Ob=d. lid Lwrnnd ski* Wd peat Of 12*14025 Yee Yse Yes WA hollow melt doom Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail hp2a2 Ir1W= salt Sam= Dal an Atamai mst Meal )ldor, ollim &sx contact seal 6 &11¢ VMdatad By )UM" SWXnKtod tBpdimlat Ationo ed Wei RaNakn 2017 MI VNndoes and Doors BrentSa tiger Amerman Amh&ectuml Steven M. ekkh, PE 0&042019 06004WO OW72019 Approved Category: Wndows (717)305-3300 Manuhdwen Association (717)317-6454 SubCdpory: Fixed bamin".lwd.mm Compliance Method: Cor9Acabon Mork a Listing Aowexed for Use Azzenoned I, Use kogw past., Wit Product Product Dagdalon I InHVHZ outside HVHZ Rtlrssnt trrMi 1 185 PW 73. 72 Insisted Glass 04/032023 No Ye, No +SOJ-80 Florida DepaMwnt 0f Busineae & Probseloo Rtlpaladon Poe l a l Building Codes and Standards Product Approval Apptio m Dad vmis BAIL mm HUM E NamdW1■ laem Nm EKALWM MdModk Edd" &kU" IigA■mld ANOW meta Rxlobn 2017 Thlme-TN CarpauMrr M*Wftm Lyndon F. Sdedal P.O. ".L ap, PA 101,18111017 10RO 17 10022017 ian20017 Append Calpay:00arbr Ooas (419)20&1740 PE43400 013)76745M SuMidWW.*Mk10Mg&WW Does AWWMM ddra0 'Ifmrwrkar4a Compares Odin* soke0n Raw Inam a tin FkMwa III - ad Au1Mr wa Lbwesa FbrMs Pnbaol" Eatesu adTakelem h m amoLArrotr AriladlL" AMMUthLym hmN tall■ AMR lmilmWidotiY lammimm mombk him amm ann ammo Furl@ 1 a apMtHwgMYr&quo4.:pr�. 686MA &pu4ln ; wMqu4 (awed Feuliec 12113140211 NO Yoe YOS WA A*Ntcbmic� w &6aatcbnwmk ILxecaleak Mplo Dow -99 BaeobO w Oasekt CsaBpmem Florkla Deperinwnt of Bwhtwa & ProassaloW Regulation Pep i a l Building Codes and Standards IM " Product Approval AF ilk on Dad aal7t&M DIMS limas Namdmkrc 9aaom ■oartaliLLOLe IkN1sLlNl 1h1011L1 aamlad 90AMMM Aemtiad now Ravwn MY JreNs NWM seadew"oducee, kno. PbpelewZhu parsedi.own Jam sowhud, P.E. os2eml7 osemil 0&29=7 IWIC Dt7 Approved cdo"r. pun Waal 19016340.=7 PE24121 (3M 3074620 adbc.rlwyl sit ptipMM0.6hudarlseew Caaperrmseme Enwom Real dam a Mahn Fiwlda Ragiebda Am~ wa LkecnW Florida Prelosrnsl Er10kear ELgLUWAUtmbft Aamtarsar ammagaLum A■mmiANJ r Imam gel■ Inn BROOLVrldON gmwwLblmom m k Sim 9 m i mm sow" aarem 2 "Ndwlawt Leg Map Roma d legal" 12f31202o Vde Yes WA N/A Florida Deperbramilt of Buakwss & ProbaborW Repadallon pay 1 a 1 BuYdtp Codes end SIM Wien t 14am Product Approval APPmwtiodit In 19 sm Noma[ on no AlLlion 20 $■ *MIN MUN*d oL Samtm NdaLMA.tbrL 1t )Nat" 29 m latAEMnd amono Mrs AM lots W7 OW" ad** PM&IM omnmw Mrk VVsslrleM lmruk T4wkel BervI rid, Owy Pkahlor 11141912417 0111116011117 121MM17 Approved Cabaar, admW Do= (513) 7704062 111e (613) 51946M ar60WaMy184dI EdYkr DowAnwr do rrtw4aw6YtlOdapayJwnl Compliance aMw* Culminate MA or LMap Asmtamml AU=MdAWAE AmIMJIE in" Olaf Aug 1. MOM 21lid M Bob" ft� s7 037 VAM PAN411F161: 810, 04, M 73, ISDO, 100. M aYY Pon (Mh. 25 gel) UW&Cw (p b P7 Wda) owimm No Y« No NO POFW2 76V, 4RBT, 4RW. 6R6f, OW. 2Rar, 46, 42, M, 4W WNDCOMWi74: V4 G pa Dow PSF 42111, MG. ODM, GDWW. ORM, GROW ARM, ARM, EOM. EDSW 9111iM& gab DAL !halal ONAM lmc RWWM 2017 Themr6Tru ONPOWM tybparyaE eft0te SabC,i,w. award 9, W DMAMWXrIA s cowpaneeaMbt Onaein Mrkwlwat aaR 1 a. &* s mbt4sU*wt and acpatil IYSOaIk by Florida DepaAnrnt of &xkmu & PmhaaWW Regulation Buidng Codea and Standards Product Approval ApOcadw Deed Pop t al II 1aM1a Bid" Otis Oi Saba" go 9Lasm NemarLNlaear YdlmMAt MOM awnarLawmi Aml i u Wblt MOM Nrt1OrW Aomvdt"& Ryan J. IOIa p.6 122=7 0021M1T 12232017 Approved (419)i61740 Mwrapwnwt kemae (313)7e74MW Iclonewbiclsomewbries, am 9MIlkA amaoe hoomAloLum ANEMMUW E kesd Dale• Lmti1&Qeltlil■ Sri KIM 9MMMLEM Bohm ft a dA and SA Opagra and Olosed PaxgMr Doorwsh 121312M No Yse No WA sad WOA 8W4M. k1MWg and OAwft Florida Dgwbvwd of BwYMas & PmbwWW Regulation pap I al &lining Codes and Standards tamess Product Approval Application Dad atl�l Mae )(soli Nkm■lhr[ 9msat daomLiLalrL IO1NIeloiOst Ylldlal NahsaW fwLammal &MEMO ens RavlNon 2017 Clam aaait Mo&-M C-W" kirk YV4MaLW kaMlok Twat NPMW A. Goy"ohkr 1VJ0M17 0MOM17 12aEM? Approved Cabaary: Edwlrr Door, (51s)rm4062 M& (513)61=111 Sd4ft W A I W 6hrlpr DIWAS.Wken mm CowfbwaMeMt Cwradim kirk or Um t 90SLANM As®MLbLum ANUMELU AM brat Oils WR rammag nsoLo m ALM AnmLWO aMYmm aaer■ M on VII616 PAN4FIM: a4rl 94.73. 75. "M Ilk altar. ftM Pn Oft 259L) DaebCW (On7 to IOV Nmr10i No Yes No elm POPAN 4RBF, OW. 6RBF, 46, 42. M, 4W 42e, ON. SIM, wW) Waa7CODEM74; VVS OwaOe DOW Per ODW, OMB, OR6BV, ARM, ARWV, EDM, EDMV Flar(ds Dapa bywd of BuskNm & Prom mW R CLdston Pay l a, Buldino Cellos and Stands loch" Product Approval Appticadm Dad BMW& 9ok NemLat no pelt OM.bLlm mtie MN lid■ mmodmo L cdmom s mrL&imm N1N1d" 1011111111111111111 NLdtmNltd FN9Ammnd A®al m r RavYbn 2017 Ther"wrm CwporYn Rka Wlaw NaeaaaAorodh"& Ryn J. and. P.ti 12FA M7 0921=7 122M17 Approval CIYyY7: c I I Doors (419) 296t740 Maa9ernsd tlMaaa (813) 7a7416M Nyl SNCMgewknpkg EdubrDmAuwMbs r.. ft IayawlLaAL Goode MOM* OwMkdlnMark wLb" am Asmaamoar ALUM AerrmlaLow tsars albs A■t AoddJkukKKAM Small 2monalmommoLow Kim g1dddLum &shalt ft M S a. and agoe4BwAhwark by 6111 and So OMId, and OYnd FbWabn Doorwrh 122102021 No YN lie WA ThwMwT"eepot OnewkwASldaaW.' and odwnp Florida DepaMwnt of &ikwn & PrdsWorW Regulation BuN V Codes and Standards Product Approval ApPICOM DOW Ppiat SSW" 9�eit 9" Lmaae on net asllaon a■ MI 1dmm Nkmatil■ D18ta fOrtilllit>l 1h1011t1 Nflk ANNE" arm Radrlon =7 POT kxkWYM Dan Rem 1A wnw)oa a =-cad La WA4)0" 6d30O- VAL 12007017 114112017 12rA5=7 Apprlvad Counter. EAWW Dox a (041)4M418D (7M)S162SM DOCNBPW. eldp IIIer DOa Anw Mn aVrwkOpgikduakMe.oNn Compares Mseet CaMneaee etak w Udn amo Lae AMM"C Llat Aes■sdlotla! kiem m111■ Bag tlm0u19ililma gwamLeniommime t6IM AdlLim smnm zmmu 10 S00tayll"" mumb YrpaaQ VkgA Mane Dkws Dow 041,141 Yes Yee YN tied Florida Departnment of Business & Professional Regulation Pp2 ar3 Florida Depwbm t of &she= & Pydaeslon id Regulation pp, oft Florida Departinard of Business & Professional RapaaWlon ppiarl Building Codes and Standards lrmmm &"rV Codes and Standards lmmla BuAdklp Codes end S6srdrds tnom Product Approval Application Delell Product Approval Apple "DOWN Product Approval Application Dad aCRtila! 9Li hem go Rib ametrmi aft 8d1f@al grin RAW= on go alwtmdn 20 BOird gldm ■qg in "Vim OL"de KM SWrtem p g 2 185 SH 5202 FIMFhmOe From IGJSG Single Hung 10/082023 No Yes No +OW-60 Sim Imam 1whiat NIA 8WLA0kmw ammmd Wes MIN )No" Ntlmi111aae Aim bdmK&lliai ] lit 9dw" mum EWAeEmd Aml Mrs Larrinated OWN Mhbn 2M7 ctm anaap Protulo Cerpan► P - 10 - rpowa LWtWcawala M*rAk TsaetasMMNA, Oar P&Yhior 1129M17 OM10M17 (513)770462 km (a1s)6/a46M 127M0g17 Apoovad PAWobn 2017 Closely Buaap Produces CON" : Eaallaf Boom Mrk Vieax1M kWrMt TOOVOWvbsl4A, Gay P&rhlor 1112111011117 eanOW7 (613) 71040M bC. (619) 619MM 1206dM7 Approved 800salwy. 111 I - EOwbf DOWAecwltln IlweYer6M64tlopeymm SWOW a1Ma4lor�OrJay o0Jlem Csapacreaslet Cedaoaem Mark er LMBV CompOmmOMM CdrAe6on Mork or La 61tlmmkIL&AIM QMNLasMois ammemumam AumodLLum how OMIT ad1NtTR1NNlT2maa SnOxAsMssrs aammmdhLv L amtuft ins amin Nova! EWAMANA&LAEMKXAM ENANLmeelltiLe cdomazo obBi l Is1111W gmwLa ammo fa AKE ddibooLKMM CmdEL■ OdOn gomagNdmioLow SIM awwLINNB ammo lose■ M M6 V049 PM-2FIS& 73. M IM& 9L 42, 46.420.481, BYY Pan Seen. 25 gel) ftWA •w (p to Only wby OL01Mm No Yes No N6 POFI-42 102 102 W616 PAN4M53: 7s. 75, 84r194.42.46, 42S, 40% &AM Pan SdL 259L) DwOb4wr 07 b INr 05mrw No YM No .37 POFI-41 OW, GOT, OD64 ORM. ARM ®tea VOCCODEM74; VIS Ovpa Dow PGF 4RgT, SRar, ODW ORM, ARNk EDS9 wide) aaa1CODEM174 VIM Oast' Door PBF Florida Department: of Business & Professional Regulation Pape 2 a2 Building Codes and Standards sm2020 Product Approval Application Detail 9111111 [Jove a Do Pale Due.PWW9m Din Mtn Ihmaa Memo cem1C Eng amLLLWM ywddldk MIN >kWlla FRC Anrmac A9aalml llahe ReNdon 2D17 PGT lodusUMS Jan, RoaoMWd MMn*Deda BOCO-CER MIamFDade BOLO-VAL 022SM20 OW712020 0WOM20 Approsd Ce.Oory: W dowel (941) 48"100 (78M 315.2500 Subcategory; Fixed Ir-oxsbalpglinduehleo.e Comber- Method: Cw Htatlon Met or Liking, on, Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail .. 9rmtAeanora ad1Yd■ lads Mmt ]&meld ram■nma RwWon 2017 Janes Nude, aueig Praards. w- CaYgay: PaW YIMY &AOMBaary* SMp Coaparw Wlgt eVaket n Rapwt ken a Fbrlaa MaMMN' AWded era LMwmW F1NIac P aluddes IF . atl mom IndOLIMINJAUkKaLUM 2 Mucupu LaPMdkt P.p.la2 (I 1201=0 Florida DepaMwrd of Bwimn & Professional Regulation pp 1 a l Buldhip Coda and Standards tam" Product Approval Apptiation Dad N�Lft go no amLlnae malt Solon NaiLreilaLar Y1Naadlst Ylellai Nwom Eagamend h omltl aim PkgNwg Zhu RorYla Loom Jam Solerrd, P.M. 0825=7 0111006=7 05211112017 IOM0110t7 Approved ISM 340-2W PE24121 (3S2)3674626 dLoo e 9tamLAma®L Amandmi m A■MMUK M hmod gill■ tlmalm06eodmi fmodlmiiitliDmL him guokk tiQ Bohm Lahti adafprwt lop so" imrim Yse YM WA NM MUM safe Mate HUM E MModoaot RseM M 2017 POT kduwin caYgwy. Whdase ae+CabSwr• abglo Hum Cawparse MeM& O4dlcellon kirk orLMep Inn 7 OMM0 O4ey Mash bgaM) Florida DepartnwM of Bwkieve & Roh aakerW Regu bgm Building Codes and Shmdrds Product Approval Apptieatlm Da4taN Palaidi terms &ELK Dale OM matron 20 90*A inaNKiLMM )hnaolat l dift aamWl t70AMNN9 AMMOM amn Dan DRork Ma KM*9=-C(Dt Mwnt*ob 9CCO-VAL 122=17 12RW=7 12I.V=7 Approved (041) 4M41o0 (I" sisame arurkOadxsbMe•aOm agaviw ore a®milKan AmiiWr hold RLmr EMOOLONOWN k am= gamLlas laokmm t)M■■ 16WMrgll HWIC VVYedOW 0715111151021) Yaw Yse YM WA Florida Dgwbywd of Bwiness & ProbmWW Regulation pos a, Bu ldirq Corks and Steriderds Product Approval Application Dda tmmle BAa2.4tl Sob SamLor on mid m■.he" gilt mmt m m= NYmiWrt goold LalarrillLlar )lollladisl Ihld" aamoa OGAN=w au min and( IOvMm 2M7 POT" Down Rum MIanAO000=.CER #Mwd4ads soon-VAL 12a6M17 11A1120V 1206=7 Appraud Caaaearta Wkdaw4 (Wt)48a4100 (788)316260 anrri*OpOandulMse.sem a.bearswr. aklaorr Cpeplwrams/apd CwtMoWm irk a LMat 9a■L$].Pl d ft !iR 90BLAL AmL2LUE ammonlli9m ensoL lLodaaa In Hoff miWLNltisi hima Dili= Bohan Laren 1 MuamukxNDOMWW V3ldaxm AlerrknnMWM OL2v2m You Yoe Yoe MR - - i aaLgdkok - Mann ga MUM MIN mtrullooc me I* 2D77 Aida GMgeryr. Pu al Mid Sua*XWOoIr Sdma COWOMM Maaet EwYalen Rowthim s rodell9' ArekacdinsLYalnlsu!florl0a P"aeMnM Eagisar 6 mg 1 a.:erro42r&pro4 ape Florida Deparkrirlt of Business & PmbuWW Regulation pp, al Bulking Codes and Standards lmmla Product Approval Appkalkn Den ROM 20 RALENAM go Sdmllt NeeaLo[A111e0LL ThNIImdAt Ylldllla a boti B lbEff m also" Wes Nick TlrW" o Lyoaon P. ad - P.S. Ryn L wit, PR- 1aoml7 iOMM17 tofiinmT 12M2=17 Approval MM 222MO PE43400 (813)7672M6 "MOMP—OWAWD— AamLhm AMMMu ilia A■MMl1LLum Maim Oil■ onset m udift memsmdmbioLoo m1Nat 990OLIM aW■m aoiia Vim or add visit side 120101120 No Y49 No WA Florida Department of Business & Professional Regulation Ppt a2 Building Codes and Standards Ir"21) Product Approval Application Detail 11aN rodock Diodtaan gonad EimiMt m 2SO pffialeJ!>RIi Nlaail 1 djJR Fin and Flarms F Florida DepaAlywM of Bwhsss & Pmk=W al Regulation Pp 1 a, &Aft Codes and Sterdei k; tames Product Approval ApOcedw Dad RAU12us gob Yes nml Old Ammon time Mal vials NtailaMlQ 9gglrt lmlmL&110arL *ON" ) dift armlhd fwAMMO AMMON AWE Me IYon 2017 Jrnse 4leeNe eelit PmdKW lie. Pbgsho g tee Ronald 1. oyes John 4erdhard, PJL M%OD17 (IaiC9rM17 OL-IM M7 11IYb2017 Approved 1.-.ry:FMWVVai MM 3462027 PE-24121 (3a21387.2M6 Sk&V 08Pb^8Aw Cwrpummomt simulation PAW tam a d AW FloridaA id I d Adesdors Lleuuad FTade PmloeaW W EOW4W ntyfliAlaoara gooLAs AamMLIrna Amm mums how Ash■ La! Parlmmils 9rhomNilsmaOM ramla gowdL10tiJi anim m1r1■ 1 Curcio* Lop Shft aw-comm lip alit 127SIrAM YM Yes NIA Not Florida Deparhrott of Bwin d ss & Professional Regulation ppe, a 1 Bulling Codes and Standarw teM/a Product Approval ApWAIlon DetaN a am sioLK no 20 odifmma MOM Mmt I&MM nombi ■ rdmlm SLmitLauW ThNerldAa ltluMM blood arLhomw ammm Wes RWdm 2017 AWda mat reassume Lyn den F. warnia, P.M. Ryn J.Ot, PA 1oeVJM7 taeSM7 1 IWI` 1IM20017 Appfevn C"90wy: PardVraaa M1122.2369 PE43 M (eta 7674M166 swomwNyr. Santa nowmymo*Wo.ean Conplumt%om* Evakrcllon Raconteurs pAdk RaIII Ardied or a LbwmW Fbdac PrONseloeM Eyjaaw aC�lieat SudkAmoer armmd&Lft 6090ML AN kg 1dn AKR bmktmbddibllwLujmm emba2 id N gusELJmYrmOw 11111111101 gmkikmm aesham ft i 2 b.&*WtAMW40 Wiliest SM VOMWBMVNOSore tN31MM No Yes Nov WA N N L _ Ca 0 t+ U -0 N �- 0 O 0 W 2-2 W 0 0 M U- 0 > 'Cat .--0 E ^, V! }+ 0 1i^ V! Q 77' I 4A kk�h FFA MR PF 7? ff U) CU 0 ■ aa� CU Cn -tf 4.., 0U) W i ICU O L ate■ Q U O V N'^ V, m U cW 6 Q Z z Q J d SHEET NO. PA 1,1 I.—YI .1s LILI:,W dujm. l _. - _ _ .. Florida Department of Business & Professional Regulation Building Codes and Standards Peps a era UMM2o Florida Department of Business & Professional Regulation Building Codes and Standards 9 P I all FbAda DePatment of Codes and WrAwd psi Regulation Building Codas and Standards Pas., d, ,emu Rtaglddiorl Florida Daparbnark d Cod" & P Standards ��Approval Pop, et, ,erar+a Product Approval Application Detail Product Approval Application Detail Product Approval Applcatlon Datall Product Application Dofall tS mene4 iGM gm ma mkB tkadma= zwkz gels EairaAL&M tidlbm Rik am xatldmd dl� gledtme gale Itll LANW m Ammod a" 19 gi S1mme mMB ■IBIIumm WWI gam m OOKALM nor mdad m AM no Mind A t AILLblwm AM a!&aeteil Aeerad alma m! xlldaD Mr+ u Conrad Era ce LicenseYsltasted.al YaAdm 291 d FDetfRasOW ALL BC Aparsind APJa4."d imm gdt a am lint Atghoam 291 Ma Viandan Y contact EngineerlicaOr Validated W xyUdated dlamw FBC Amroval A—Vd so& Revision 2017 GAF Category: Roping arbCas00ry; Wait Shingles Michael Shah Robert Niaminan John W. Knezevlch, PE (800) 7063411 PE-59186 (954) 772-822/ mglehagaf.eom 12M 12019 12111/2010 12/182019 ding FBC Appn Revision 2017 TAMKO Building Products, Inc. Category: ry:Roaring Subcategory: Kerr) Eden Zachary R. Priest Locke Bowden P.E. (417) 624-0844 PE74021 (334) 300.1 800 kem_eem�arllkp.COnh t OM 9/2017 10105fM17 10202017 121122017 Approved Revision 211117 I.M. Tho pain, like. M TMrrefie n Ardasdur4l aMobblto company406 (TAMKO) C4kNF ROaNe Tory CMNenen 2Mheq R P W Lod* Sawbn p13) 2Ae-34a0 PE74021 (3Sn 2g0.1a00 M+i�4�Maa4Rp•441++ 10M012017 10M02017 10M7/J017 121122017 Approved Rarldon 2017 LV. Thompson, kin. M T amiss is Ardtbd" (TMICO) n .. 1, Roo" clNgory � Tarry cteWnrn Zachary R. PXest fora. I . (all)74aJ4a6 PE-74021 �p.0am (8Sq 300.1 101107017 110010120117 100117121117 1211121211117 Approved Compliance Method: Evaluation Report from a Florida Registered Architect a a Licensed Fade Professional Engineer Companies thud. Evaluation CarriPRarnce Method: CvaWWion Report from a FlorWa RapiWrotl Architect a e Licensed Fluids Professional Engineer ekkC4Ygry: rdo Po "aaaMNe that w an k7laarY PamdBM ROdkg ayMMn Lb+aiI'll - MONO* avoko Mt Repdrt tom a aab0abaar: babe lk .1 a alto pro r kbP'W art dub RppRi9 tayelalt CoraperMe NINO* Evokwdm ROW *=a ... _ l._ _... - . :.. FMdeerOaaYWsd Ascribed ra Licensed Fbras PraNMbrM EnalrMr File RagkNM'ArdiNed orFle a Ulasised rlds RoMMbiW EtgUMr Assurance ApprovedQuality Approved for Use, NM29 Agin - far Us Approved AtmrIn g� riseIlr BC�itmaMle Am Product Model. Number a Name p ip S9ntrMlalglpNn Ata ln+MZ tlriR RastaBl Pressure Ere Rpesat Midi NUMx w Nam. mend Expiration D J39a6LAa21m90 Sitaroad.Ea�tlr.Omt W NVfor Z IO.ISAIL .I>mi RWdant BMDunW" Puaelnt i GAF Asphalt Root Shingles Fiberglass reinforced 34&b, laminated, Stab and 12 IM022 Nphldge asphalt shingles No Yes NIA WA MR EM6MLVMdM6NgMhKKUM hWistAaOSLL gogastaaladmglk anom laSAAa s>ldalOagAS muffs a Mrs 1tsYMea gain Lmriln am gMNlAl EmaalgaMYOIe SoomaissimMrlila aemooLbLJMl howAs kaNAlt gIM10elBAS anion t� armMsi gird sacra 6 No. 15 UL IQK&7021 Yes Yes N/A N/A 1 TAMKO FM Top Claridge VMtwan Bab for Ins 2ees.otoftmO-gWmwiibeRs 0a1m2026 Yes Yet NIA NM 2 TAMKO Oboornodi lint gaga Oaea2026 NO Yes, N91 401-1112a Florida Depe tment of Business & Professional Regulation page I oil Florida DepeMrLK of Bohan & Prolsalonal Reputation pap, a, Florida Deparbrunt of Bohan & Professional Regulation pos 1 W+ Florida Repo eon of Bwkea & ProhesiwW pre,,, l� , Daparbrnalt RegWatian Paee, et t Building Codes and Standards ,rr2gu Building Codex and Standards /emu Building Codas and Standards won+e BLdldhg Codes and Standards items Product Approval Application Detail product Approval Aoftedon Detail Product Approved App-, fl c Detail Product Approval Application Detail d Sddt EMN or Sae am Soli Posters, Ant d BM gm mlln lint soft W gait mmartA"a 3usimm u ALL Ate 1MWmd Admftd ONLEMara aCAmond 20t am1m0 two gdt me xalr lYaaaba Inks Soso essirr.&Laar XdM*Ab gale ALL AlghoOr lied" Ad=W aagase" ALL Amoo mi Lana am me Nimes mwwim rl Room gave ZMINKA aaa 1ldidu a 20 ALL mtni erailld Ak.hemS title EMCAmiNd A2omM mesa m! onion Revision 2017 li aidamaa Lomond, Inc Cdegry: Roping contact Enakaetalicense Validated eN Andrew Carter James L. Buckner, P.E. Steven M. Urkh, PE (501)982.8511 PE-31242 (717)317-8454 Yalidoled SWIM 04AB2018 12H&4017 rW Ammlmt A9aaved 04,10018 OSM22018 am& Approved PAL Mo 2017 LV. Ttonpon, tin. sake Thers"I n Amassed" ki0b Company(TAMCM C4aIBON . R'�- Tony goNenn Ladauy R Paid LorAa A, (813)2464466 PE-74Wl (334)30S.18M roWooap•oan 10/INJ017 lomamtl 1001172017 12111212017 Apposed Re Mo 2017 LV. Thompson, b& ms Thampeon Am hku& W eeetak Ca4parg(TAM0d) allow. Rodk0 Top cassimse, Zadery, R. PNad Locke Bowdon (B13)2464406 PE-74021 (334)3MISM bryOpansidmoep.ean 10118=7 101110=17 101172017 12MZFMT Approved bvkbn 2017 FbrMs MSM Pnoarati iota Cakgry: it,," a++aD4l+erto"R-Moveeasen Drat eraM Pleaded CMdk Jwm JrrMs L aNtker, PXG MdMW John FUN , (904)7834400 clam EngatesMp P.E. .aom 1)147667 104512017 104MI7 102721117 12/12/2017 Approved aieCW.pory: Roping Accessri» that is an Integral Pannone Rooting System CanpBaora Method: Evaluation Repot from a a."Ian.nco.can ariCa"wr.ft-FA Aamoodn OMtsinm kllearM MR oftwRedap ByM= oogBMNo a~ Evok"m Rap manna Floras Repkkew0 AMlasdraLicensed FI0110. anbcdogay: PAO"AoOeesaM IWIsMm ktne(PW Part din Rooap Broken COiaPBartOe Method:EekMbn RgWtrama ledifts Avoided a.lbrnaed FbdOs NtepW Edh R4as+a ft R CaaiOarnMaleen'Ar EVki ra R.poRtorna flDllea RspMred Arataed aslbneed Plora. ProNb eemla E+i9kn44r FloridaRplaterad Archltectwauarued FbOd. Admlonal Engineer l . ProMMhW anpkdr Rseleal lRag Bea or se more Product Yodel. Number a NrM $gdyp,gt�Ma Codnrd.Eaalotlga.iate In HVHZ Out" HVIIM Resistant Errant AKA g dkAr CaalstAadMMa gomLtxmlmErgm AaaMEdbLum mOm.l2zft M= awmiLt QS imst IEhm 21M Emaan ones gMgtdellmt [ooaagrtloWa goMMaeaammiao anmuibLlY! hmmmdum m Is my= gatla� tiest solad tlwn Emealr more 3 emboLooNLIMMKALNM 3- FLAM00&*W4RV lO Rags Vreialuut g dkA� EmadLoo d GMUNKINIMM IL20 AlumNun Rare VWlN for pltdnad beside lara 1213iM 0 actin 62MMOUK90 lalOAii QUNMLMM No h� Boma YM No goin Emarm WA i Deck -Ale" DAd Low Rea, Polypropylene Plastic, Roor Vent 07/102021 Mecharlaty, Attached to Plywood Does. No Yes No •97.5F97.5 3 TAMCOCIMWp PAdVantwM Bab 26 ga dab rodvanara wth MbgreW be% came*= YM Yes NM WA 4 TAM00 Road Top CBRage Vent wa Bab air TVs 269a stab rsasysnON, weh Wins Oai0a2026 Yes, YM NIA WA lean 0JUr AkniMM, Florida Department of Business & Professional Regulation Building Codes and Standards Page I d2 M211=20 Florida Department of Business & Professional Regulation Building Codas and Standards page t of 1211022020 Florida Department Of Business & Professional Regulation Building Codes and Standards Pap I oil I202020 Florida Depab.m of BLokwm & ProfoosWnW Regukdlon Building Codes and Standards ,emts Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval AppN, mow DoWI gal MEN MOW= 2017RW 2adWe[ Buoft(.mwwwo Qyp w- C+aiabaa..n CanpaMds swcaimw : TnMs Plain C.apBrrM Ileenosk EYWllratlarl Raped lean a Product Evaluation, * - Know W gam EomiAlaaaa tMNAllad.at girt Leak ICO111 1 1On Barvbs LLC VOw M. RrdK PE (347)M6M73 (407)6e/4017 W,wk.ebkMtw•a m gk Aug 1M60 maaMld Oemomi Oa072M7 alka eel laLL O&a®i a®Md 0921=7 LIMa Agrim Sala EmMLg gag Data taPaam na A m! mon Mnla idttiiCd varet.d g YaYdMtd E1001Wed FSC Agdna)al Approved am& RevisionRevison in de IAPMO UnNam Evaluation Gary W. Walker 10/182017 10A6l1017 10212017 Approved 2017 Baal Roofing Rob Cdsgw Roofing (801) 3ed-6091 Services I.I.C. (205) 854-0180 Product E atu Rooting Tries RabinAnderson®bard.w CompNanceMOMed: Evatuetlai Report Roma m Pratur Evabatia Fstiy cads EnM or Ae Sae AM Beam Ata mt Version ManubOm Sonrad Eoalnsra.License YiidWM as xylichted Submitted FBC Approval Alegroved tale Revision 2017 Global Protection Products. LLC. Tim Rodman Welter A- TIINt Jr., P.E. Jahn W. KnazaNdh, PE 08106f2017 08lJ12017 O9M,2017 1ZM 22017 ApprovedROYMaI category: Shut— (954) 889-7545 PE44167 (954) T72.6224 StormSubcategory: Subcategory: ethos Penals llm.rodnson Method: hieludion Report horn ri gppsnt.eom Fonds Registered Flafes Reaaterotl ArahltectasLicensd Florida Professional Engineer orr DatIAIJII�d mt onion Manufacturer Correct ErMber & Ucvea Validated ar x submitted fB&,AnmYat agaf9.ved kaba 2017 AN Nrodcan ShuBers end Glass Mae Serbian Frank L. Bamrdo, P.E Troy Behop, P.E. 10M0rAis tOM82018 10232018 12MIM18 Approved CWaa°rY: ehutlas (581)712-0882 PE-00I6599 (984)947-0680 Storm Pmels mile samerkamhud. Comparrea Method: Evaluation Report flan a '.can Florida Registered Architect a a Licensed Flonds Praesemal Engineer sae Product t Model. Number r Nome Elddaist¢ml.l9A &aosasiE Ata Approved as !m 4LdmdttOAli for use maWot PJ>Mt11R mge 1 Road Mudd. Number r Name 20 Gage Galvanized Steel Storm PmdsMVHZ _ gLmIMLAarnora $qgM, n Corrugated CaNarited Steel Stomp Panels ratalned 121312020 AmreredrruM aiolmdlgYa In.HVFM outdo N la Yes Yes laaard f Yee Asir Pressure WA fLM?MM4t2 Products 22" 1 Rorer! rmr. Nurser a Noma 24ga Galvanized Steel Storm Panda gomxAalnott Product Description 249. Glvenized Steel Storm Panels 12/312020 AOOrmsdfause AaamlffiSar11- In HVHZ g Yes � tBwo "WHIZ Resident Yes Yes Design �a N/A mBe 1 RW KKMR W Haar INr4tiadi (H damp; 8) giar[aeoe to eta fmalaClaYlmeam Mein connector PM* 1213112p22 ad®mditlMt aeemaimlMe tBlAAQ gtaYtlOAQ YM lMe1M BMWs Yes WA gmi talala K% is any - o, o es 17 Sezony ON - Country Slate, Hariked Slate, Shake, Slate, Rat Profit - Stockton, CA 12/312020 No Yes N/A WA SPIN did English Thatch or not by Wctts to provide hurricane pictection, ,8 Saxony 900 - Country Side, Shake & Side Flat Profile - Henderson, NV 127312020 No Yes N/A WA 19 S"Y ON - Country Sate, Shake, Slate & Spat Flat Rattle - Lake Wales, FL 12/312020 No Yes N/A WA Shake 20 —Y 900 • Snake & Slate Flat Prose • Lathrop, CA 120312020 No Y. N/A WA um a• ssRIA WA 28 Wla B00 Madura Pro11s- Lake WOW, FL 1213,2020 No Yes N/A WA Florida DBparbrrrlt of BLainaes & PM%eoioMl Regulation Building Codes and Standards Fag., a, wJMe Florida DepartrngM of SueMa & Pmbsdonal Regulation Skidoo Codes and Standards p"in ors e & tanariorW Reguriation Florida Hof Coda Codes and Standards Persian +em+e Florida Depa � loot Codes and Standards Regulation i4m,e Product Approval AppNeation DO H Product Approvd Appicadon DeWI Product Approlfd AppMeatlon Detail Product Approval Application DdaN 1A� mt gm MINN tarrgboe gMLK gist m bNLLU a tMNdIIW>ot gm an Mdi" t *mm alkbn" EWLAUMN gat Ao3ad mtr PLAINS" s m me min aaadara lofto soma Mo Mrtaaaat XdM* k gilt Ala gLLhoon xtNdMW MOW aNAMM si glue AWAn d AMR FL*t Rd gale me mina m wbdm EBIrtK Salim amiNKAM tt NdWOM al gm Aft xwmm WA RikEMie Ale IWLM MW Ammad ova FLMW..PL ode me xama 1 mmumme Boom Sark. 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Dsva Watt ICE Erakraam Bervlos, LLC ICE EvWetbn Sanepa, 10Mi82017 10n920/7 tatzz=7 Approved Ravings 2017 rhk kduekke, ant. OVA Watt ICE ElWwdm service, LLC ICE Eva%mwn Sarvio% 10MWMT tonsmi7 10042=7 Approved Ro Mo 2017 MRok kldWNiK kb. Dw and 10CEvaaredos BaNvI, LLC ICC EvMnbn Service, 1001111020117 IORWA17 10G7211,17 Approved RwAdon 2017 WTok lnduekka kb. David Wed 100 Eaktsbs Service, LLC ICC Evdmobn Serbian, IOMes017 tamo=l? lorXII 7 Approved Qeae. -I Skudvrei components (314) WI 7400 U.C. C4aaeOrr% B racesd compgalrua (314) 0517400 LLC. CdaOOrr: abnru9ad Cmparib pin 661-74r LLC. socabOay: Tnea pleb dMra com poi &99.9eoo awk+a'Naar7t Trans PI.Ir dwMld1N1a4pm (2O4) e9a•aoo s++maaw TnM plainp14dwo�ll ,xss (� tM69eoosaaamossin Takes Plain daerl�rra.arrn PM Oa9•a600 E COMbM slashed: akM m Report 6an a 1a I, M Method: Erkow Row from a QoniPae++o4 MWNA Evaluation Report torn a CowglwMoYselaet Evaluation Rapal98m a PrOatt Evekne0ai Eas4r Product Ewok*W Ee* Pfoard EMMaon En* Prodvet EeaM6on Bdry soul eumrr AdemmmlkLum AeemoLOLJla Used gash ammLa ea AMMULW M aummdALNa NEW awn grEreeaogr homalattia Armmloam tarts aver gmsuma a®ilatke AeomodAxfie U" Ann more EmaoLmooLmookKALIM EMOMLINgdow gwaudlodmigLaw ININAIE 2NWdLt LL OrMMnt Eiai Ewe EMOML20000 ILUM 2WIMLk= aeebm Cron mau blaoubomikahKxjbm EmboubmAme 2wholoommmoam kNVM RONL !AS WA MS Emlsln more bmudamowm gmwSbomiAlim IRNM lltllailliLtIM &BMW Cavan 2 w 10 18 as bunt ooririadorp1w 01I01/2023 YM Yes NIA WA 3 MTIS M 1& as No aaarlpOt bunt Ootsreda pain 011072023 Yet, Ya NM WA 4 MrA 20 ga (ruse Oorareda pate 01IA/2023 YM YM WA WA 8 Mr2" 209a Mills dNrigm ant connector plat 014012033 Yes YM WA NIA hookaoft mesld9oai aN LLfAldt trmLS'Ana Florida Departrnant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag42of2 +Zom24 Sant ErMv car 21U am care Pending Ant m! min Malnirtax gntat 6rner & Llceaa Validated By YMIItmd Aijbia tffi 1BS'caMMW A9aroyod Sam Edk W 2017 Weyerhaeuser Rob Baldwin ICC Evaluation Sella, LLC Im Lehrer, P.E. 04A12019 03222019 04A M19 Approved Change Category: Structural Components (253) 924-6476 (608) 8393288 Subcategory: Engineered Lumber RoW.BeldwlnQwaysiths Com fla ce flamed: Evaluation Report Rom a auser.o0in tAaWE216id.tlBatle Product Evaluation Entry ,- jM E . Produd Model. Number a Name gygft Assurance gagpg„0,,IkOm Agroved for Use Approved t In HVNZ Outside for Use H,MZ tBrra Resistant AMYL PtAssm 1 Mcrpian LVL Laminated Veneer Lumber 03/312021 NO Yes NM WA 2 Prabm PSL Pralkl Strand Lumber 03/312021 No Yes NM WA 3 ThnberSMnd LSL Laminated Strand Lumber 03/312021 No Yes N/A WA 4 TJ Rim Board Structure( Composed Limber a Oriented Strand 03/312021 No Yes N/A WA board Rim Board 5 Weyerhaeuser Rim Bard Oriented Strand Board Rim Board 03r312021 No Yee WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail GLoRy Assurance Agnrand for tin Eris Product Model Nn.roer or Name gaped Epp ContractElmkatin Date in HVHZ 1 Mo Strength Concrete Lintels 4, 6, 8, and 12 inch wide Units 05/212022 Yes, Pape 1 & 2 Wornm Approved for Us kpad AMgi outdo mvmz Resistant $reset. Y. N/A WA goal ma mina MMWbd me PAL 1" 2017 CmanaraM Carats Proaass m Cab—. Oil*" Cmpawnls to cidefeer. Proebb NW*dUO.d M. Rand d New Tedhroady Comp.. Media* EpWtlmRicestaana P ant. AYMroE Ardid or a Licensed Flora. ProresebnW Is a- I& ma! 1 Quality pi rC&wnm W Cadres Pmducis Florida Depwbra t of Bwiriess & Profeseioi Regulation Building Codes and Standards ProductApproval Application DeWI Rp1dl low& aMIM.a aft gLL Rm2teme fain am" xamNA ALMoe 3 ahem I Wow d1aaNMd EWLAMEM l ANNEW meta RobtGMe THUY N. NUYNN Join Hoy 101114OO17 10M32M7 larAvA017 112112121117 Approved 013)65"7e7 PE40/22 CM SM4311 �.00m gwAkAd hmanibLft homm LftfYt hand Ali r gmumLlmmdmLoa IN wau 2dw9u p awmlt Cora Praced IN ProokeNO Carols Lbbk 0&25rdM No YM NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap.1 a l fv&rm20 Salt E tk,or go 21A nsecPanda 21A I= YEAIM sumuggatt Sd7te9t Engineer &U- r validated By y ad t a Submitted FBCApapat Aeu9Yd tnstua Revldon 2017 C.rpentr Co. Tracy Lana Mlam6Dade SCCO-CER Miami -Deal. BCCO-VAL 1WAOM18 10rdWi7 11101/2018 APproved Category: Structural Components (863) 687.9494 (786) 315-2590 Subcategory: Insulation Form Systems eacy.ImeCce penter.com Compliance Method: Certification Mark or Ualnp gwltaLAWIf — Asapved for Use Aoemved fa UM ama0al noel., It" Product Modal. Number or Name Product Description Contract Expiration Ore In WNZ Outside HVHZ Resistant Pressure 1 EPS Insulation Expanded Polyalyrme Block Type 04/1 12022 Yes Yes WA WA Search Critcrb Cod. Version: 2017 FL 0: 14281 Application Type: ALL Product Manufacturer: ALL category: ALL Subcategory: ALL Application Slat— ALL Compliance Method: ALL Quality Aseunrhce Entity Contract Expired: ALL Product Modal, Number or Nana: ALL Product Description: ALL Approved for us In HVHZ ALL Approved for use outaMa NVNZ: ALL Impact Resistant, ALL Deign Prswn: ALL Data From: ALL Date To: ALL r-+ N C- N 0_ L C .� a) C�- CU O .� U Nam^^ O L- ca. 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